20110016 Ver 2_Stormwater Site Plans_20110211

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VICINITY MAP PROJECT NAME
1
NOT TO SCALE
THE ASTORIA
AT HOPE MILLS
EXISTING UTILITY OWNER INDEX OF DRAWINGS APARTMENTS
- H U D# 053-35960
WATER AND SEWER G1.1 -PROJECT NOTES C7.1 -SITE &WATER-.-.DETAILS
PWC OF FAYETTEVILLE C1.1 -EXISTING CONDITIONS C 7.2 - VIIAT E R D E TA I L S TAx ID# o4z5-ss-9466
BLACK & DECKER ROAD
955 Old Wilmington Road C2.0-2.3 -SITE PLANS C ~ . ~ -SEWER DETAILS PEARCES MILL TOWNSHIP
NEAR THE CITY OF
Fayetteville, North Carolina 28301 C3.0-3.4 -GRADING & EROSION CONTRO 910-223-4734
ROL PLANS C7.4-C7.5 LIFT STATION DETAILS CUM ERLANDCOUNTY
NORTH CAROLINA
Contact: John Allen C4.0-4.3 -UTILITY PLANS C7.6 -EROSION CONTROL DETAILS
C5.0-5.18 -PROFILES C7.7 -EROSION STORM SITE CLIENT > >
C6.1-C6.2 -LANDSCAPE PLAN AND BACKFLOW DETAILS ATLANTIC
MULTIFAMILY, LLC.
C7.8 -STORM DETAILS.
•
C7.9 -STORM DETAILS 116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Faz: [phone]
Know whaPs below.
0111 before you dig.
PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT
ARCHITECT CIVIL ENGINEER GENERAL CONTRACTOR SURVEYOR OWNER/DEVELOPER PROJECT NUMBER: 365
PLANWORX ARCHITECTURE, P.A. 4D SITE SOLUTIONS, INC. DOSTER CONSTRUCTION COMPANY 4D SI 5711 Six Forks Road 409 Chicago Drive -Suite 112 2100 International Park Drive 409 C 4D SITE SOLUTIONS, INC. ATLANTIC MULTIFAMLY, LLC DRAWING SCALE
- 409 Chicago Drive -Suite 112 116-A North Howe Street sEESHEETs
Raleigh, North Carolina 27609 Fayetteville, North Carolina 28306 Birmingham, Alabama 35243 Fayett 919-846-8100 910-426-6777 205-443-3800 Fayetteville, North Carolina 28306 Southport, North Carolina 28461
910-426-6777 910-457-9210 DATE RELEASED
DECEMBER 15, 2010
Cnntart• Tate Hnlt AIA C~ntart• Sr.~tt Rr~wn PF Contact Josh Barnett Cnnt C~nt~rt~ Jimmv Holland PLS Cr7nt~ct~ G~rv 6radv
email: [e-mail] email: [e-mail] email: [e-mail] email: jhc mail: [e-mail] email: [e-mail] SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN OR ING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

LI09Chlcayo Drive-'.quite 112
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License Number: C-2354
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SITE NOTES UTILITY NOTES EROSION CONTROL NOTES ~OI I ITIO^I~~ I~I~
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR ~~~`~~~+vYh I~`~~~ ~~°~h`Y~° ~
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL AS-BUILTS DURING THE CONSTRUCTION OF THE WATER MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
CONTRACTOR. LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY ON THE AS-BUILT DRAWINGS. ALL VALVES AND CHANGE IN AND INLET PROTECTION DEVICES WHEN THE STORAGE
WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY CONTRACTOR WILL PROVIDE THE AS-BUILT DRAWINGS TO WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
COMPANIES TO VERIFY THE LOCATION OF THEIR THE OWNER TO BE USED FOR THE WATER LINE POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO CERTIFICATION AT THE COMPLETION OF THE PROJECT. BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
EXISTING UTILITIES DURING CONSTRUCTION SHALL BE 2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. BE CONSTRUCTED UNDER THE APPROVED PLANS SHALL PROPER BARRIER.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. NOT BE DISCHARGED TO THE EXISTING SEWER SYSTEM. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR FEDERAL ADA AND LOCAL REQUIREMENTS. OF WATER AND DEBRIS PRIOR TO ACCEPTANCE BY THE AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE CITY. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS. CONSTRUCTION.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH USED. INFLATABLE DEVICES ARE NOT ALLOWED SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW 3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
OR WHITE ON ASPHALT PARKING LOT . TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND DESIGN MANUAL. REVISIONS 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE CONTACTING ALL UTILITY COMPANIES AFFECTED BY THE BACKGROUND OR A WHITE SYMBOL ON A BLUE PROPOSED WORK. OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE 5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY ANY LAND DISTURBING ACTIVITIES. 910-433-3300
THE INSTALLATION OF THE PROPER SIGNAGE. PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
9. ALL PARKING SPACES ARE TO BE LAID OUT IN COMPLY WITH ALL LOCAL, STATE, AND FEDERAL OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
ACCORDANCE WITH THE SITE PLAN DIMENSIONS. REGULATIONS PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN 6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS WHEN TRACKING OCCURS. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE
ACCORDANCE WITH STATE AND LOCAL LAWS AND POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED REGULATIONS. TRUE TO LINE AND GRADE WITH ENDS ABUTTING, (25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
11, ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
CUMBERLAND COUNTY AND STATE REGULATIONS. THE JOINT. DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
12. 6' SOLID FENCE RE UIRED WHERE PROPERTY ABUTS 7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR Q , TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
RESIDENTIAL DISTRICTS. SANITARY) AND WATER LINES SHALL BE 10 HORIZONTAL STOCKPILES BY PLACING SILT BARRIERS AROUND THE
OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE. SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE MORE THAN 24 HOURS.
TESTED IN ACCORDANCE WITH PWC AND NCDENR 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
TECHNICAL SPECIFICATIONS. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
9. ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE DRAINAGE AREA HAS BEEN STABILIZED, INSPECT
INSTALLATION. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
10. ALL SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY,
SLOPE OF 1%. IF 4" SERVICE IS REQUIRED, MINIMUM GRADE IS 2%. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
RECORD AND PWC A MINIMUM OF 48 HOURS BEFORE DENUDED AREAS IN WHICH GRADING OR SITE BUILDING PROJECT NAME
CONSTRUCTION OF THE WATER LINE AND SANITARY SEWER CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE AGAINST EROSION DUE TO RAIN, WIND AND RUNNING
ENGINEER OF RECORD AND PWC 48 HOURS IN ADVANCE WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING,
OF ALL TESTING. EROSION CONTROL MATTING, AND/OR SODDING AND THE ASTORIA STAKING IN GREEN SPACE AREAS AND OTHERWISE
12. ALL DOGHOUSE MANHOLES SHALL BE 5' MANHOLES, SEE DETAIL, APPROPRIATE MEASURES. USE EARLY APPLICATION OF
13. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING GRAVEL BASE ON AREAS TO BE PAVED. AT HOPE MILLS
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
LEFT IN PLACE THAT CROSS THE SITE UNLESS RUNNING DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
GRADING NOTES ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, FINAL STABILIZATION AND PERMANENT VEGETATION HAS APARTMENTS
CONTACT ENGINEER PRIOR TO DEMOLITION. 1. ALL SPOT ELEVATIONS ARE TO THE FINISH GRADE OR 14. ALL ELEVATIONS ARE IN NAVD 88 DATUM. BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR TO REMOVAL.
EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 15. ALL DUCTILE IRON PIPE USED FOR SANITARY SEWER 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HUD# 053-35960
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SERVICE SHALL HAVE GRIFFIN "SEWPER" COAT, OR CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE PROTECTO 401 LINING, ACTIVITY.
WITH THE APPROVED EROSION AND SEDIMENTATION 16. ALL SERVICE LATERALS THAT TIE DIRECTLY INTO A 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MANHOLE SHALL BE LAID SUCH THAT THE INVERT OF THE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY SERVICE LATERAL IS A MINIMUM OF 8" ABOVE THE INVERT DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. OUT OF THE MAIN. ACTIVITIES. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE PROJECT NOTES
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE 17. CONTRACTOR SHALL VERIFY LOCATIONS OF DOWNSPOUTS ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, USING THE ARCHITECTURAL PLANS PRIOR TO PERFORMING WORK ON THIS PROJECT.
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL CONSTRUCTION. A TEE CONNECTION SHALL BE PLACED IN 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND THE ROOF DRAIN SYSTEM AT EACH DOWNSPOUT LOCATION CHECKED FOR STABILITY AND OPERATION FOLLOWING
HAS BEEN COMPLETED AROUND THE BUILDING. EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 18. THE ROOF DRAIN COLLECTION SYSTEM SHALL BE 8" PE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PIPE UNLESS OTHEWISE NOTED. THE MINIMUM GRADE FOR LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING THESE PIPES SHALL BE 1%. DESIGNED.
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY 19. WHERE RPC PIPE IS CALLED FOR ADSN-12 WITH 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR WATERTIGHT JOINTS MAY BE USED. SLOPES AND FILLS SHALL BE NO GREATER THAN THE
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OTHER ADEQUATE EROSION CONTROL DEVICES OR CLIENT
VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES CONSTRUCTION SEQUENCE STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HOLD PRE CONSTRUCTION CONFERENCE. WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES ATLANTIC
HIS OPERATION. 2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH SILT FENCE WHERE SPECIFIED. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR MULTIFAMILY LLC.
DURING AND AFTER GRADING BY THE CONTRACTOR TO 3. CONSTRUCT TEMPORARY SEDIMENT BASINS ON THE SITE PERMANENT GROUND COVER SUFFICIENT TO RETAIN ~
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT AS SHOWN. THIS WILL ALLOW THE WATER TO FLOW FROM EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
IS DETERMINED THAT THERE IS A SLOPE STABILITY THE FORBAY INTO THE BAFFLE AREAS. A TEMPORARY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. DITCH SHALL BE BUILT TO TIE THE TWO PONDS TOGETHER AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT UNTIL THE EQUALIZER PIPE CAN BE INSTALLED. SEED THE (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED TEMPORARY DITCH IMMEDIATELY AFTER CONSTRUCTION. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL 116-A North Howe Street
BY SILT FENCE. 4. DIG DITCHES THAT CROSS THE SITE AND DRAIN TO THE EROSION CONTROL MEASURES SHOWN AND ANY Southport, NC 28461
8. APPROVED COPIES OF THE GRADING AND EROSION POND IN ORDER TO DRY THE SITE AND DIRECT SITE STORM ADDITIONAL MEASURES REQUIRED TO CONTROL THE Phone: [phone]
CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WATER TO THE SEDIMENT POND. THESE DITCHES SHOULD SEDIMENT DURING THE COURSE OF CONSTRUCTION. Faz: [phone]
WORK IS IN PROGRESS. BE LAID OUT AT THE DIRECTION OF A SOILS SCIENTIST 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE AND STAY IN PLACE AS LONG AS POSSIBLE IN THE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN CONSTRUCTION PROCESS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN.
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO 5. INSTALL THE OUTFACE PIPE, RISER & SKIMMER FOR THE 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR PROJECT INFORMATION
HANDLE THE STORM WATER ARE CONSTRUCTED. THE SEDIMENT BASIN. MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 6. CLEAR AND GRUB THE SITE AS NEEDED INSTALLING THE TEMPORARY EROSION CONTROL BLANKET OR EQUAL
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. SEDIMENT FENCE WHERE REQUIRED AS THE CLEARING SUBSTITUTE. THIS DOES NOT APPLY TO THE INTERIOR DESIGNED BY: CHRIS
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN OPERATION PROGRESSES. SLOPES OF THE PONDS.
SHOULD BE REPORTED TO THE ENGINEER OF RECORD 7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING PRIOR TO IMPLEMENTATION OF THE CHANGE. TO AREAS THAT REMAIN GRASSED. 12. THE CONTACT PERSON FOR EROSION CONTROL ISSUES DRAWN BY: CHRISlSCOTT THAT ARISE ON SITE IS GARY BRADY. CONTACT CHECKED BY: SCOTT
11, PROGRESS ENERGY MINIMUM EQUIPMENT CLEARANCES 8. INSTALL UTILITIES INCLUDING THE STORM DRAIN. 910-235-3203.
SHALL BE MAINTAINED AT ALL TIMES. BRUCE PAIT WITH 9. INSTALL INLET PROTECTION ON ALL NEW STORM WATER PROJECT NUMBER: 365
PROGRESS ENERGY SHOULD BE CONSULTED TO DETERMINE INLETS.
EXISTING LINE VOLTAGES. 910-944-5363 10. INSTALL OUTLET PROTECTION AS SHOWN ON THE PLAN AT PO-59 & 62
11. PERFORM FINE GRADING AND REMOVE THE SITE DRAINAGE DRAWING SCALE
DITCHES AS NEEDED.
12. INSTALL AND PREPARE BASE COURSE. SEE SHEETS
13. PAVE ROADWAYS AND PARKING LOTS.
14. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS. 15. EXCAVATE ALL SILT FROM THE PONDS AND RESTORE THEM
TO THE DESIGN DIMENSIONS. DATE RELEASED
16. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO DECEMBER 15, 2010
REMOVE ALL TEMPORARY MEASURES.
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PERMANENT STORM WATER POND. 18. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED SHEET NUMBER
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDENR EROSION CONTROL MANUAL.
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LEGEND:
ERGO ERB-EXISTING REBAR ~ 2~ x202 BS 2o1.as ~ REVISIONS
EIPO EIP-EXISTING IRON PIPE ~ ~s EIRO EIR-EXISTING IRON ROD 2p3 0
EcM® ECM-EXISTING CONCRETE MONUMENT 0 s
2p4 a N 6
® COMPUTED POINT ry N/F-NOW OR FORMERLY r x 203.24
R/W-RIGHT OF WAY
FEE-FINISHED FLOOR ELEVATION
RCP-REINFORCED CONCRETE PIPE a ~ x 203.39
PROPERTY LINE ~ os SPOIL
- - - - - -ADJACENT PROPERTY LINE ~ 2~' 2 PILES 2p4 ,~p3
RIGHT-OF-WAY ZoB 05 SPOIL 204
- - -EASEMENT ~ PILES so STORM DRAIN LINE ~ a N/F JOSEPH P. RIDDLE, III
ss SANITARY SEWER LINE a,`~ DB 5863, PG 681 PB 9, PG 30
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N /F - _ - Zoe - r. - . eM ELECTRIC METER JOSEPH P. RIDDLE, III ` - ?pq
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PB 9, PG 30 P ~ 206 1, a BOLLARD ~ ~ Q PROJECT NAME
2os ~ WATER METER o~ N78'39'49"W 346.05' ao ^ `
AFIRE HYDRANT ~ e° ® ry Zp3
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P ~ 1 W/ 10" PVC ? ~ ti~ ®CATCH BASIN BETWEEN BOLLARDS Os THE ASTORIA
P~ ~ ~ PIPE RUNNING N N o 204 ASPHALT ~ ~'o a W/ 10" PVC 7 a e INV: 204.34 PIPE RUNNING IN ~ x 203.54 2~ AT H PE MILL
~~LANDSCAPE LIGHT INV: 204.06 W a ~3 O S
LIGHT POLE ~ 1 ~
tie 208 ro ~ N ~ ~ PIPE OUT #9037 APARTMENTS
~ ~ Z 2 3 INV: 204.85
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN 15" RCP- _ - - - - - - - - ~ „ 2 ~ SPILLWAY EXT. ~ ~ ~ ~ ~ NOT ~ EXISTING ~ EIP ~ W/ RIPRAP 12" PVC AY 15" RCP
CRE 4TF 1 PHEW ETPEETn~R~!'4AKIGF 4P! FXISTi^IG~S fREET. ~ N ~ CHURCH w/ U~AG NAIL ZAP , 2° PVC 204 H U D# 053-35960 f
o LIGHT POLE FEE: 209.15 209 - \ ~ y ~.s° 205 ECM ~ I~ ~ ECM 1 1~2„ \
_ PROFESSIONAL LAND SURVEYOR - L-4571 ~ ,,,a.,e I EIP ~ ~
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~ ~ U E FLUME \ I I
205 FLUME 207 W/ RIP RAP W/ RIP RAP I
STANDARD 24" STANDARD 24" I I EXISTING
EASEMENT FLUME CURB AND GUTTER 1RB AND GUTTER i i CONDITIONS
GY POWER ~ W/ RIP RAP I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" ESS EVER 150' STANDARD 24" I
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY PROGR ~ CURB AND GUTTER I I
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE I
COLL LI.JV.IVVJ f11YU LI.JV.IVUV. IIIIIVLJJ IVII 11f11ID AND ~ \ ~ SEP _ T"!S DAY ~F _ _ _ P.D., 20 0. I I N/F I
- - - \ ao~ ryp9 I N/F ELEK TOROK I N/F
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PROFFSSIONAI I ANO SURVEYOR - I -4571 DB 2439, PG 297 I EMBROIDERY I I I COMPANY
I I DB 4633, PG 645 CLIENT
~ I
I I I
N/F I ; ATLANTIC
I, SEAN R. SEEVER CERTIFY THAT THE CONTROL FOR THIS ~ ~ ~ RALCAR CORPORATION SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY ~ DB 2413, PG 828
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED I i ~ MULTIFAMILY, LLC.
TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED ~ ~ ~ )
THROUGH A GRID TO GROUND ADJUSTMENT USING THE ~ N F ~
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS ~ ~ N / ~ CHRISTIAN LIFE CHURCH o PERFC~,;.;c0 5;: ;:;,':S~.;CS": "0:,0 :;5;;:5 ";;5 LE 5700 uJ WORLD MINISTRIES, INC. o
RECEI ER DB 6562, PG 267 rn 116-A North Howe Street
~ PB 122 PG 20 ~ ry N 3
PROFESSIONAL LAND SURVEYOR - L-4571 ' ~ ~ ~ ~ o ~n 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES AREA: (BY COORDINATE COMPUTATION) I HEREBY CERTIFY TO THE U.S. DEPARTMENT OF HOUSING AND URBAN Southport, NC 28461 4NCES 889,933 SF (20.43 AC) DEVELOPMENT (HUD), ATLANTIC MULTIFAMILY, LLC, CAPE FEAR Phone: [phone]
N ~ UNLESS OTHERWISE NOTED. MULTIFAMILY, LLC, EVANSTON FlNANCIAL CORPORATION, FIDELITY FaX: [phone]
2) COMBINED SCALE FACTOR: 0,99968202 ~ LOCALIZATION POINT N: 455,741.032 E: 2,026,504.528 PIN N0: 0425-66-9466 NATIONAL TITLE INSURANCE COMPANY, AND TO THEIR SUCCESSORS AND ASSIGNS, THAT:
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY SURVEY
ryo°j ~ VIRTUAL REFERENCE SYSTEM. 3) NO NCGS MONUMENT WITHIN 2000' OF SITE. ZONING: I MADE AN ON THE GROUND SURVEY PER RECORD DESCRIPTION OF C(P) R5 THE LAND SHOWN HEREON LOCATED IN THE CITY OF FAYETTEVILLE,
J 4) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM ROM 50' FRONT 25' FRONT CUMBERLAND COUNTY, NORTH CAROLINA, ON DECEMBER 7, 2009; AND PROJECT INFORMATION
1 INFORMATION REFERENCED ON THE FACE OF THIS MAP. I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN ~ 5) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY 30' SIDE 10' SIDE FOR 1&2 STORY(4' ADDITIONAL PER STORY AFTER 2) THAT IT AND THIS MAP WAS MADE IN ACCORDANCE WITH THE HUD :D BY SURVEY INSTRUCTIONS AND REPORT, FORM HUD-92457, AND THE 30' REAR 30' REAR REQUIREMENTS FOR AN ALTA/AGSM LAND TITLE SURVEY, AS DEFINED
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE THIS SURVEY, UNDER MY SUPERVISION DEED DESCRIPTION RECORDED IN ~ 1 ~ \ IN THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM SURVEYED BY: WES! BOBBY
~ ~ ry ~ 6) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE BOOK 7832 PAGE 580 OR OTHER REFERENCE SOURCE SEARCH AND IS BASED ON REFERENCED INFORMATION REFERENCES: LAND TITLE SURVEYS DATED 2005. DB 2413, PG 828 DRAWN BY: GREG
THAT THE BOUNDARIES NOT SHOWN HERE ON. OTHER DOCUMENT'S OF RECORD MAY SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN I EXIST WHICH COULD AFFECT THIS PROPERTY. NO Y DB 2439, PG 297 TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION, EXCEPT
BOOK PAGE OR OTHER REFERENCE SOURCE 211 RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR DB 2950, PG 734 AS SHOWN HEREON: THERE ARE NO ENCROACHMENTS EITHER WAY CHECKED BY: SEAN DB 4633, PG 645 ACROSS PROPERTY LINES; TITLE LINES AND LINES OF ACTUAL
THAT THE RATIO OF PRECISION ~ ~ ~ ~ ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT OR POSIT10NAL ACCURACY IS 1:10.000+: ~ ~ ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS DB 5863, PG 681 POSSESSION ARE THE SAME; AND THE PREMISES ARE FREE OF ANY PROJECT NUMBER: 365
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE ~ BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, DB 6562, PG 267 SUBJECT TO A) 100/500 YEAR RETURN FREQUENCY FLOOD HAZARD, DB 7832, PG 580 AND SUCH FLOOD FREE CONDITION IS SHOWN ON THE FEDERAL FLOOD
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH N/F ~ EASEMENTS, CEMETERIES, AND FLOOD AREAS. CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN HAROLD KIDD AND WIFE, ~ 7) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING PB 9, PG 30 INSURANCE RATE MAP, COMMUNITY PANEL N0. 370076 01608. PB 122, Pc 20 DRAWING SCALE
ACCOF~„~,~~ ~ MY MARIAN KIDD WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
HAND AN!' SE4L T'iIS ~A~ OF _ _ _ _ _ , 2010. DB 4879, PG 667 ~ ~ ~ THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
PB 97, PG 30 ~ P P~ NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT ~ SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH HORIZONTAL:1"=60' PROFESSIONAL LAND SURVEYOR - L-4571
~ 4D coTTONBSPwDLE k1 MIGHT ARISE BY REASON OF ENCOUNTERING PROFESSIONAL LAND SURVEYOR - L-4571 ~ N: 455,741.032' UNRECORDED LINES OR OF LINES BEING IN DIFFERENT
E: Z,o2s,5o4.52a' LOCATIONS THAN INDICATED ON THIS SURVEY.
ELEV: 213.04' 8) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE 1 PIPE IN #8204 Nc cRID NAD s3 CI 8087 ACCORDING TO MAP # 370076 01608 OF THE FLOOD
INV: 210.95 (NSRS 2007) # INSURANCE RATE, DATED JANUARY 5, 2007. GRAPHIC SCALE DATE SURVEYED
SSMH #8214 1 CI 8155 1 / NAVD ea HOOD: 212.16 SSMH 8064 RIM: 215.34 CI #8208 # INV IN: 207.91 # so o ao so 1zo zoo DECEMBER 7, 2009
HOOD: 214.41 HOOD: 213.31 ~ EN ~ INV OUT: 207.23 RIM: 211.58 CI #8047 INV IN: 204.34 INV IN: 210.13 8204 ~ ~ ~ n INV IN: 202.13 HOOD: 211.32
INV OUT: 204.29 5~8 INV IN: 209.78 ~ ) 'W' 212 FIR I iniv ini• ono nn /QOnal 1 ~ \ . o~ INV OUT: 202.11 INV OIIT• 9OA O7
NV UUI: LUy./3 INV OUT: 208.52 a f'- 212 ERe 212 2 /L 210 i I
213 N U - - - _2 211 IN FEET) SHEET NUMBER
4 8" PVC ss ~-T- sa N78'43'43"W 24" RCP - - - - - - sD so -s 1 inch = 60 ft.
18' RCP 1 2'14 ss S8 S8 S8 `S S8 S8 8 SB S8 S8 8 PVC 8' PVC SB S S8 S8 B S8 S8 S8 $S8
SSMH #8156 RIM: 213.07 273 SR 1344 (BLACK & DECKER ROAQ ` s, SSMH #8213 SSMH #7628 RIM: 211.63 RIM: 214.14
INV IN: 203.54 R/W VARIES - PUBLIC STREET 212 £ INV OUT: 203.52 co INV IN: 200.38 INV IN: 198.84
N INV OUT: 200.33 3 INV OUT: 198.78
W16 EX 18' WAIEFWNE- Wi W1

LI09Chlcayo Drive-'.quite 112
Fayelte~lle, NarEh Carolina 28306 ~
ELM ST
JASMINE Z ~ ~ ~ a Fax (9 o9 ~ 6-5777
~ KUMQUA a OAK T License Number: C-2354
FORSYiHI ~ ~ 1~2„ ~ n 51T~
~ LO U A STONECASTL ERB DR E ~ N: 456,771.989' ~ 0 ~ ~ T 10, I I
PLE { N: 457,D34.635' E: 2,027,724.216' I I\vI NC GRID NAD 83
~J MAPLE ST E: 2,026,414.427' Nc cRID NAD B3 GRAND WAILEA DRIVE WHITE ASH DR (NSRS 2D07) (NSRS 2007) ~~NGW~wNG~SURVEYiNG~G95~coN572uciioN~nYOU7~
301 - `
SITE GARAGE TYPE 2 P~UI6UILDING TYPI= 2 6UILDINGTYPE2
FFE 20750' 24 UNITS 24 UNITS
Q 6(gCk I z & DeDKFR & DfDKER ~ 2 6EDROOM ~0 ~,I 2 6EDROOM
Q RD FgN~u g~p,CK RD Q~ ~ FFE 20625' ~ FFE 2os.so' d F= o
~q qRp 8 ~ 0~ ~4sy r Q ~ a~. ,D ~ -J I~ ~ x
~ a ~e o~, I-95 P ~ s P ~ oo U rs aJ ~ 6
rub s ~~S q~ ~0 4~T . ER pR G p ~ ~ ~ ~ xx ~T l~ ,
G g oa e~' o a~ eu
o D~ P tiI 7(p~ . . GRAND WAILEA DRIVE ~4
= ROq ~ 1+2 ~ / 4,y ~ GARAGETYP ~ y ?G ~ \ e ~e FE 2o4ao'
T NORTH o~. F F ~ 'ni FFE~o ~A
~o°,; I = z ~o ~ ti , °69 'l/ / 4%, Fi
I I ~z~ 4 ~ 2eb ~S / ~ ,
/ ~F \ 6UILDINC~ TYPI=3 NOT TO SCALE . • ~ 12 uNrrS IILDINC~TYPE3 ~ &UILDINC~TYPE3 12 llNffS ~ 12 IJNIT9 ~ I
~ % i ~ 6 UNITS a - - - 6 UNITS 6 UNITS 9 6 UNITS -
0~ \ L o ii ~ ~ ~ o, i 2 BDRM 2 6DRM 2 6DRM " _ 2 6DRM #M1 16EDROOM 16EDRDOM I ~ REVISIONS
~ % Ov • ~ j i ~ ~ I 161=DROOM 0 W N I FFE 206.00' FFE 206.00' FFE 205.55'
LEGEND: Q 4 ERB / ~ ~ y° Q12-15-10 SITE SHIFTED 10~ TO THE EAST
OERB-EXISTING REBAR / ` Q SRB ~ O SRB-SET REBAR ~ ° % LJ
o ~vJ ~4 ®COMPUTED POINT ° ~
o J ~ FF~' N/F-NOW OR FORMERLY p ~pQ' E~E~
R/W-RIGHT OF WAY ~ ~7 s°oA~i ~ ~ ~ ~
RCP-REINFORCED CONCRETE PIPE ~4g pEl 'vo . ARAGEN i ~ z ~
PROPERTY LINE ~~~s ,Q~ G X20500 So.~ FF ~q I / ~ N ~ ~0
- - - - - -ADJACENT PROPERTY LINE { G ~D FFegs, i ~ I ~ 6~ ~
RIGHT-OF-WAY 0`~• F2E 64N - - - ~Q9b. ~ 2e . ~ 2g ~T~ ~i b~
EASEMENT ~ ~ Q So a - - SANITARY SEWER LINE ° ' ti~ ~ ~ , ~ a~,~ g4~ , a ~ o i ~ o
z,o OVERHEAD UTILITY ~ ~ ¢ ~p ~ ~ ~ ~ ~
4 ~ WATER LINE ~
TELEPHONE PEDESTAL ~ 6~ ' ~e~~ ~ F3 \ i 9 , a o
~ UTILITY POLE D~ ~ Q . 2~ o I ' ~ ~ o ~ ~ a
GUY WIRE ~ ~ryp~ 4S 64N i ~ ~ ~ T ~ ~ d a~
WATER METER p W g io ,a
SANITARY SEWER MANHOLE G ~ d ~ : ° ~ C'Q . ~o qti CLEANOUT z ~'~ol a ~ ~ o~ ~ 1
- N , ~ ~ BOLLARD ~ - a ~ 9Q 9i ~
HANDICAP PARKING A ~ ~ Fq
HANDICAP RAMP ~
? OPEN SPACE GRAND WAILEA DRIVE LF ~ o
? CONCRETE _ 3uILDING'TYPES ~
i f ILEA LOOP ?HEAVY DUTY PAVEME .n GRAND WA N78'39'49"W 346.05' z ; o ~ EA LOOP ~q 12 uNlrS ~ PROJECT NAME F 6 UNITS 6 l1NIT5 E ~2 Q~A~ 2 6DRM ~ i ~
A 3 ~ ~
I `'d So, 2 16EDROOM 2 6DRM ~ FFE 205.80'
~q
(1 0 THE ASTORIA F'~E~E 1
~ 1. ~ ~ ~ _ N 1 N ILDINGNPEI .I ~~4~~'~~ 1
~ W Sq ~u tJITS 4 UNf 'iD ~ 1 ~ FF~ 12 U 4uN~~ AT HOPE MILLS
cA, ~ ` ~ ~ E~, ~ 4 UNITS 5 3 6D ~ ro °6~a oM 3 6DRM ~ ~q 1
N 2 ~i 6DRM 2 gEDRO 0'
_ - ~ ~ 1 1 ARAGE~PE I 3 FFE 205 3 4 ~ Z G ~ 206.00 FF~Q~p~, _ APARTMENT 60 S
`rn ~ FF ~ L ~ 1 1' EIP
N ~ W~ MAG NAIL H U D# 053-35960
O O 2 ECM ECM ~ 1 ~2„ ~
~ ~
I I \ \
I
1 ~ ' ~ OVERALL ~ ; ~
MENT WER EASE ,I
NERGY PO ~ I ~ , ~ SITE PLAN
OGRESS E 150 PR I ~
~ ,
ITE DATA S A ~ I
I ~
DEVELOPER ` MAILING ADRESS ATLANTIC MULTIFAMILY, LLC. ~ I 2840 PLAZA PLACE -SUITE 104
I I • CITY, STATE RALEIGH, NORTH CAROLINA 27612
PIN NUMBER 0425-66-9466 ~ ~ CLIENT
I I TOWNSHIP SEVENTY-FIRST I
' TOTAL SITE ACREAGE EAGE 20.43 ACRES
I ACREAGE TO BE DEVELOPED I DEVELOPED 20.43 ACRES ~ I ATLANTIC
ZONING C(P) & R5 I
1 EXISTING USE 1 UNDEVELOPED , i MULTIFAMILY, LLC.
• GENERAL USE TOTAL NUMBER OF UNITS APARTMENT COMPLEX OF UNITS 272
1 I w DISTURBED DENUDED AREA • ~ / UDED AREA 1,193,544 SF 27.4 ACRES
a~ ~ N o OPEN SPACE
I ~ o n 1 REQUIRED 500 SF PER UNIT SF PER UNIT) 136,000 SF 3.12 ACRES
• w o ( ) N ~ N PROVIDED 116-A North Howe Street
~ I 1 N 3 GRASSED SSED 324,114 SF 7.44 ACRES Southport, NC 28461
~ ~ b ro y o WATER SURFACE I ~ N ~ ER SURFACE 22,145 SF 0.51 ACRES Phone: [phone]
1 Z I IMPERVIOUS AREA. A: FaX: [phone]
~ Q PAVEMENT 237,683 SF 5.46 ACRES
~ 1 BUILDINGS - ~ I 171,008 SF 3.93 ACRES
m SIDEWALKS 37,962 SF 0.87 ACRES
,J I TOTAL I 461,156 SF 10.59 ACRES PROJECT INFORMATION
1 SETBACKS REQUIRED: TIRED: C(P) R5 DESIGNED BY: CHRIS
1 ~ 1 FRONT 50 FT 25 FT
SIDE 1 & 2 STORY ( ) STORY) 30 FT 10 FT DRAWN BY: CHRISlSCOTT
SIDE (4' ADDITIONAL PER STO 1 iITIONAL PER STORY AFTER 2) ~ CHECKED BY: SCOTT
REAR 30 FT 30 FT ~
I PARKING: e PROJECT NUMBER: 365
I • REQUIRED x a
1.5 SP UNIT / I SP/UNIT 408 SPACES C
I PROPOSED DRAWING SCALE
(INCLUDES HANDICAP SPACES, I 1 HANDICAP OPEN PARKING ANDICAP SPACES, GARAGES & MOTORCYCLE) 579 SPACES ~ 'EN PARKING 24 SPACES ~ HORIZONTAL:1"=60'
I TBM HANDICAP GARAGES ,RAGES 2 SPACES N
4D COTTON SPINDLE #1 I - I N: 455,741.D32' GARAGES 68 SPACES c
1 • E: 2,D2ssD4.528' MOTORCYCLE GARAGES 0 GARAGES 30 SPACES s
ELEV: 213.04' Nc cRID NAD s3 STORAGE GARAGES SAGES 30 SPACES
~ 1 NSRS 2DO7 ( ) 1 NAVD 88 GRAPHIC SCALE DATE RELEASED
1 so o so so ~zo zoo DECEMBER 15, 2010
„ 1
SFIR I 1 ~ _
1 ERB
IN FEET) SHEET NUMBER
N78'43'43"W - - - - - - - - - 102.14' - 1 inch = 60 ft.
SR 1344 (BLACK & DECKER ROAD)
R/W VARIES - PUBLIC STREET C-200

40gChlcayo Drive-'.quite 112
MATCH LINE -SEE SHEET C-2.2 Fayelte~lle, NarEh Carolina 28306 ~
ELM sT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Phone: (glo) 426-6777
JASMINE Z °m a Fax (glo) 426-5777
O ~ L~ 25 1 ~ KUMQUA a OAK T ~ License Number: C-2354
FORSYiHI m I (V U U
LO U A STONECASTL ® D 24" STANDARD I { R T
PLE ROLL CURB ~o~uTio~S, i~c
MAP (CARRY) 1. LE ST I WHITE ASH DR 1 ~ENGINEEWNG SURVEYING /~GPS CONSTRUCTION LAYOUT
301
298' R SITE
e~D Z K & DECK ~ DfCK 1
g fR RD t'qN~ g~p,CK R RD SEMEN] ~ ogRO POOR EA
~~F Q4sy sr ~ S ENERGY I
~ a ~e o I-95 pROGRES 150' s P FO ~ I
rU s ~ St nqi ~
G ERRS DRS P~G~ Oy I Oda O
~R o W P 4
h qR ~ I = Oy
i CT N NORTH
24" STANDARD I ROLL CURB
(TYP) 43 R
302' R NOT TO SCALE ~ ~ Cl
b
N/F HEAVY DUTY• a REVISIONS e
JOSEPH P. RIDDLE, III PAVEMENT ' DB 5863, PG 681 1 °D ~12-15-10 SITE SHIFTED 10' TO THE EAST w
LEGEND: PB 9, PG 30
ERB ERB-EXISTING REBAR O ~12-15-10 ENTRANCE RADII INCREASED TO 45'
SRB I O SRB-SET REBAR tv
® COMPUTED POINT _ . 0 0
N F-NOW OR FORMERLY I ' / v
R/W-RIGHT OF WAY
RCP-REINFORCED CONCRETE PIPE 1 PROPERTY LINE
- - - - - -ADJACENT PROPERTY LINE N/F
I RIGHT-OF-WAY I RALCAR CORPORATION
- - - EASEMENT DB 2413, PG 828
SANITARY SEWER LINE I
WATER LINE .
ti ? 4' FENCE I _ i-~
TELEPHONE PEDESTAL ~ ~ ( c1)
UTILITY POLE • 1 ~ _ i GUY WIRE
' ~ WATER METER ? N/F N /F
SANITARY SEWER MANHOLE 1 CHRISTIAN LIFE CHURCH IAN LIFE CHURCH
' ~ ~ WORLD MINISTRIES, INC. CLEANOUT ~ DB 6562, PG 267 MINISTRIES, INC. 6562, PG 267
HANDICAP PARKING I ~ ~ PB 122, PG 20 122, PG 20
HANDICAP RAMP aI w 0 0
OPEN SPACE ~ I N PROJECT NAME
? CONCRETE 1 m N HEAVY DUTY PAVEMENT , ~ ' ~ / o 3
? I WATER SURFACE , ' ~ ~ I ~ N ? I
N I v
' Z'
~ I ~ THE ASTORIA
? . ~ I v.
1 0 I A AT HOPE MILLS
I ~ ~
I m .
1 I ~ APARTMENTS
1 I .
1 1 H U D# 053-35960
J I
~
I .
I o
N I
I ~ DETAILED
I I ~ ' I ~ N
SITE PLAN
I 1 I ~
I
I
I
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• ~ ' I CLIENT
I '
N/F I '
HAROLD KIDD AND WIFE, MARIAN KIDD
I - I DB 4879, PG 667 I ATLANTIC
PB 97, PG 30 50LF GUARDRAIL PER NCDOT ROADWAY STANDARD DRAWING
I N0. 862.01 (TYP) MULTIFAMILY, LLC.
1 '
I I
I I ,
' 1 ' 116-A North Howe Street
I Southport, NC 28461
1 I Phone: [phone]
I Faz: [phone]
I I I ~ .
1 1 I . I NEW 1 1
i i I 14' X 2' X 5' PROJECT INFORMATION
I t SIGN 1 1 I 1
1 1 2. I EXISTING SIGN TO BE t f DESIGNED BY: CHRIS
1 RELOCATED I 1 DRAWN BY: CHRISlSCOTT
I ~ I Tetit ' 4D COTTON SPINDLE #1 " NEW LOCATION FOR sPINO~E #1 ~ CHURCH SIGN CHECKED BY: SCOTT
5/8° I N: 455,741.032' EIR 45' R I 41.032' 104.528' PROJECT NUMBER: 365
I 5~ R I E: 2,026,504.528' ELEV: 213.04 13.04' 1 /2"
I NC GRID NAD 83 1°. . ~ ¦ ~ dAD 83 150' FULL STORAGE ERB
NAVD 88 KEY 88 ~ - - - - - - 150' TAPER
N78'43'43"W - - - - - - - - - DRAWING SCALE N RELOCATE WM~
- - un 102.14' _ _ _ _wHIrE MINI sKIP_ _ _ _ _ _ W~~ HORIZONTAL:1"=30'
WHITE EDGE.. WHITE EDGE LINE
SR 1344 (BLACK ;1344 (BLACK & DECKER ROAD)
R/W VARIES - R/W VARIES -PUBLIC STREET
GRAPHIC SCALE DATE RELEASED
30 0 15 30 80 120 DECEMBER 15, 2010
1
( IN FEET ) SHEET NUMBER
1 inch = 30 ft.
C-201

409Chlcayo Drive-'.quite 112
Fayelte~lle, NarEh Carolina 28306 ~
Eu~ sr i /2" e Q Phone: [phone]]]]
ERB JASMINE Z °m a Fax [phone]]]7
O ~ KUMQUA a OAK T N: 457,034.635' ' License Number: C-2354
FORSYiHI ~ E: 2,026,414.427 ~ ~ ~ NC GRID NAD 83 ' 50' R 50' R ASPHALT ~ ~ ~ ~ I C
~ m STONECASTL (NSRS 2007) 10 U ~ DR WALKING T G PATH v ~OLUTIOI ~I~, II `I~
PLE { N LIGHT DUT
MAPLE ST _ _ _ _ _ _ _ _ _ _ _ _ _ W _ _ PAVEMENT _ _ wNiTE asH oR GRAND WAILEA DRIVE s MINIMUM BUILDING SETBACK LINE • ~ ~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
301 •s•
SITE
, f f~''/ 25' R 9 . 24" STANDARD ROLL CURB
B(q ~P 25 R ~ ~j 6 Q Ck & A Ga ~ TYPE 2 9A (SPILL) N/F
Q Cf CKfR RC CK ~ ~f CKfR R~ ~ ~ ~ SAq Q ~gNC~gR e~ FF~ 207.50 ~ IFS gCFS ATLANTIC MULTIFAMILY, LLC. ® DB 7832, PG 580
Wq ~ ~ ~ SA ~H sr a yQP ,yo 9. 9. PB 122, PG 20
s a ~e ono I-95 ~ ~ FS Fq P St 'ny L h ~P 5 CONCRETE WALK ®,q. F,y
F-R~" oRSS s G~,~ T'o ~ (TYP) Fq 9~ Fq
~ ~ e~' ~ \ pR ~o Wop° oP Y! ~ •
a oR ~ 00 s / 9' 9S'
0 9• h
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~ ~ 1, ~ NOT TO SC LE ~ T S~
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" - i f / ®s• _ _
i \ ~ d } ~i ~ ~ ~ \ ~ ~ - i ~ ~ . Q n F9 . / _ _ - - - - ~ ~12-15-10 SITE SHIFTED 10' TO THE EAST
7 9S, n I ~ ~,a _ Gpp_gC,'E r ~ ' ~ ~ Q12-15-10 WALKWAY LOCATION tiAODIFIED
~ / ~ A e ~ 1, G 'S
v ~ ~ Q y ~ ~ ~ 9s. FF~ 20.80 i 25, R 95 c
Q / V 0 ~ 25' R I ~
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_ ~ '9 ~ ~ . • .
~ N ~ \ t ~ ~ Q- A \ 6~~ ~ ~ ~t~;,
50'R ~ ~ 0g~" ~ °4 / ~ / 47.5' R ,
25' R ~ 1 ~ ' ry~P ~ ~ \ \ ' _ / } d / 25'R ,f~;; / i , ~ • • 25' R l ,
\ \ _ ;
• ' ~ ~ \ 1,~ x S i~ 1!~ -~~.-w- ~ / . ~ ~ ~ i ~ , °I
• ' , • LEGEND: ~ - > ~
ERB _ t ~ ~ \ V ~ } 4 ~ t OERB-EXISTING REBAR ~ ~ ,(y~ ~ ul ~ ~;1
SRB U! \1 } } V ~ \ G SRB-SET REBAR } i } ~ v . ~ 25' R ~ l 1 ~i
\4 ~ S { V ®COMPUTED POINT Q \ ~ 0 / ~ I ~ O t1
N/F-NOW OR FORMERLY ~ O GATE 5' CONCRETE WALK }
R W-RIGHT OF WAY v ENTRANCE \ \ / v ~ Q \ ' . ~ . / (TYP) ~ 47.5' R ' } `,1 ~gTCy
RCP-REINFORCED CONCRETE PIPE ~ / • \ PROPERTY LINE 0 HEAVY' DUT f ~ ~ I Il- PAVEMENT ~ , ~ ~ ~N~
- ~ ~ \ - - - - - -ADJACENT PROPERTY LINE ~ } 11 ; ~ `f ~ PROJECT NAME
RIGHT-OF-WAY ~ 4' FENCE ~ SFF ~T1it
v ~ 0 - - - EASEMENT AROUND • ~ ' ~i ~ 47.5' R =}`t
0 POOL AREA \ SANITARY SEWER LINE 5' CONCRE~. WALK ! ,,,1~~F~
_ cD 24" STANDARD TYP m 0 ~ WATER LINE ' , ( ) / , ROLL CURB /
? 4 FENCE 0 ~ ~ 25' R }°`~'~`1~}}` c~~~ THE ASTORIA ~
TELEPHONE PEDESTAL (SPILL) a-w 25' R rv" UTILITY POLE
i GUY WIRE - } ~ - AT HOPE MILLS
WATER METER 0 / ~ ~ "
432.5' R SANITARY SEWER MANHOLE > ~ _ 'V / I 1 ~ ~ ~ ~ ~ f~l~''"1 ~ ( l ~ ~ ~ ~ 25' R I ~ 47.5 R ~ oo, APARTMENTS
CLEANOUT / ~ }4 \ 9• ~ 4 S o } s <v ~ ~ ~ FF~ 205. ~
HANDICAP PARKING .9 ~ ~ i _ ~ } ~ S
HANDICAP RAMP O- ~ ~ ~ ~ ~ - _ - - - - ~ ~ H U D# 053-35960
OPEN SPACE LIGHT DUT ~ _ - w.~- ? 1 ~ V~ PAVEMENT ~ CONC. STEPS Sp 0 / ~ \
? CONCRETE _ q~F h ~ 3 RISERS ®0.5' EA ~ S o• Q HEAVY DUTY PAVEMENT 0n~ p ~
? _ ® ti 0 ~ WATER SURFACE 9S' e F ~ ~ \ "'C ? q
0
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212.5' R • 15 A S• i ~ I ~ . ~
9cFS 9 / t i }s ® ~t / I
9' 9• ~ F9 432.5' R ~ } L- ~ 20.5'
V g. ~ I
367.5'R 24° STANDARD ~ 6 ~11~ _ ROLL CURB s,~ } , ~ { ~ ~ ~
(SPILL) 9 ? } } ~ pb\ I~ z
cF i t1/ S 1; { i1 ' ~ 29 ~ ~ ~ ' , ~ - I o CLIENT s
. 30' R
f~ 187.5'R Fy 4 ~ ~ ~~Q~ ~ ~ ~ ~ o ~ ' ~ ATLANTIC
it' s. • } 9' R 20 2os\ ~ } ~ ~ ~~P ? ~ ~ ' IL ~ MULTIFAMILY, LLC.
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i } 9 ~ ~ I PROJECT NUMBER: 365 ,~G
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MATCH LINE - SEE SHEET C-2.1

409Chlcayo Drive-'.quite 112
~ ~ ~ FayelteJ~lle, NarEh Carolina 28306
E~ ST 3 ~ ~ Phone: [phone]]]]
JASMINE Z a 1/2° - FRR w Fax [phone]]]7 N: 456,771.989 ~ License Number: C-2354
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SAq ~ FS _ - - - - _ s ~ - - z _ V/ 0 / ~ ~ ~ - Southport, NC 28461
CFS ®g. ~ d r' r'f ® 9.5' F ~ V' N / ~ ~ ~ ~ Phone: [phone]
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--~----L ~ I ~ - - J - -1- - 24" ROLL CURB ~ 1 1 PROJECT NUMBER: 365
HEET _ ~ _ ,r -1 d ~ ~ 24" STANDAR[ - _ J ~ 64.9' R - _ - ROLL CURB 24" STANDARD (SPILL) ~ DROLL CURB ~ v ~ I
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1 inch= 30 ft . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - .
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ELM ST ~ ' } i } ~ f Phane: (910) 426-6]]]
~i JASMINE Z J' ! ~ ~J Fax [phone] t ~ ~ License Number: C-2354 ~
~ 1
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24" ROLL CURB (SPILL) ~ ~ LOOP e D \VAIL~
~ - ~ ~ PAN ~ ~ G _ - ~ 6uILDING' TYPE s ~ U PROJECT NAME
j '1 N78'39'49"W 346.05' z ; o 4 6 UNITS 12 UNITS FF~~ ~ 6 UNITS
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i f } i ° ~ w } ~ 4 ~ F ~ / { } ~ N CONSTRUCTION SEQUENCE
' r o i i ,Y ~ o 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
F ~ s o ~ ~ N CONSTRUCTION CONFERENCE. 116-A NOrth HOWe Sheet 2. INSTALL STONE CONSTRUCTION ENTRANCE & TEMPORARY SILT FENCE WHERE
SPECIFIED. $OUthpOrt, NC 28461
i / i i b io + ~ o ~ z 3. CONSTRUCT TEMPORARY SEDIMENT BASINS ON THE SITE AS SHOWN. THIS WILL Phane: [phone] ALLOW THE WATER TO FLOW FROM THE FORBAY INTO THE BAFFLE AREAS. A
~ :t 1 j i ~ } TEMPORARY DITCH SHALL BE BUILT TO TIE THE TWO PONDS TOGETHER UNTIL F3X: [phone]
41 ! ! i ~ THE EQUALIZER PIPE CAN BE INSTALLED. SEED THE TEMPORARY DITCH IMMEDIATELY AFTER CONSTRUCTION.
} i a • i i 4. DIG DITCHES THAT CROSS THE SITE AND DRAIN TO THE POND IN ORDER TO
~ 1 DRY THE SITE AND DIRECT SITE STORM WATER TO THE SEDIMENT POND. THESE DITCHES SHOULD BE LAID OUT AT THE DIRECTION OF A SOILS SCIENTIST AND PROJECT INFORMATION
~ ~t STAY IN PLACE AS LONG AS POSSIBLE IN THE CONSTRUCTION PROCESS
t 5. INSTALL THE OUTFACE PIPE, RISER & SKIMMER FOR THE SEDIMENT BASIN. 6. CLEAR AND GRUB THE SITE AS NEEDED INSTALLING THE SEDIMENT FENCE
t 1 i i , WHERE REQUIRED AS THE CLEARING OPERATION PROGRESSES. DESIGNED BY: CHRIS 7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS THAT
1 i REMAIN GRASSED. DRAWN BY: CHRISlSCOTT
x ~ S. INSTALL UTILITIES INCLUDING THE STORM DRAIN. 9. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. CHECKED BY: SCOTT
t 1 10. INSTALL OUTLET PROTECTION AS SHOWN ON THE PLAN AT PO-59 & 62
~ ~ 4 b ~ I 11. PERFORM FINE GRADING AND REMOVE THE SITE DRAINAGE DITCHES AS NEEDED. PROJECT NUMBER: 365 12. INSTALL AND PREPARE BASE COURSE.
x ~ ~ y ~ , 13. PAVE ROADWAYS AND PARKING LOTS.
C ' ~ ~ 1 14. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 15 DIMENV ONS. LL SILT FROM THE PONDS AND RESTORE THEM TO THE DESIGN DRAWING SCALE
I I i ~ SOIF GUARDNNL PEA NCDOT ~ 1 ROADWAY STANDARD DRANING
x % NQ 88201 (7YP) ~ ~ ~ ~ i6. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY MEASURES. HORIZONTAL: 1~~=BOA
~ i I r ~ } 1 ~ TBM 17. CONVERT THE TEMPORARY SEDIMENT BASIN TO THE PERMANENT STORM WATER POND.
~j ~ 1 4D COTTON SPINDLE #1 ~ ' ~ ~ 1 \ N: 455,741.D32' 18. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
~ 5( E: 2,026,504.528' i ~ ELEV: 213.04 DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL MANUAL.
} ~ } NC GRID NAD 83
~ ` (NSRS 2007) ~ i ~ NAVD 88 DATE RELEASED
i 1 { ~ DECEMBER 15, 2010
p ~
/Y Tl A TITTT/Y C'1 /'1 A T Tl A J? 'r! ` ~
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3 60 0 30 60 120 240 SHEET NUMBER
78*43W;~W 102.14'
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1 inch = 60 ft. _ R/W VARIES - PUBLIC STREET i
`t ~

LI09Chlcayo Drive-'.quite 112
Fayelte~lle, NarEh Carolina 28306 ~
ELM Sl'
JASMINE II Z e~ Fax (9 o9 ~ 6-5777
O ~ U a `s ~ KUMQUA z oAK License Number: C-2354
FORSYiHI v ~ _ ~
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~ _ , REVISIONS
LEGEND: ERB-EXISTING REBAR ~ - - j ®12-15-10 THIS SHEET ADDED PER NCDENR
; SRB-SET REBAR ~ REQUEST TO IMPROVE PROTECTION AT THE ONSET
,,la nla nla. nla = nla nla nla nla n, ~ !nla nla nla nla - - COMPUTED POINT SIC nla. nIQ nIQ nIa nIO nIO nIO OF GRADING OPERATIONS. DITCHES CAN BE REMOVED ONCE THE SITE GRADING IS TO A POINT
N/F-NOW OR FORMERLY DIVERSION DITCH#3 THAT THE OTHER EROSION CONTROL MEASURES WITHIN THE PLAN WILL PROTECT THE SITE AND THE
R/W-RIGHT OF WAY DITCHES ARE NO LONGER NEEDED.
RCP-REINFORCED CONCRETE PIPE
• PROPERTY LINE
ADJACENT PROPERTY LINE , f ` RIGHT-OF-WAY i/
~ ' EASEMENT
SANITARY SEWER LINE _
_ 1 ~ WATER LINE
TELEPHONE PEDESTAL ~ _ ,i
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EXISTING CONTOURS ~
- - - - - -PROPOSED CONTOURS G
~ I, 1 / ~ ~ \
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n~a - ~ - - nIa - nIa .nla nIa ~ nIa nIa
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INITIAL GRADING
PLAN
INITIAL GRADING SEQUENCE
1. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AT .LED AT
THE EARLIEST POSSIBLE POINT IN CONSTRUCTION.
2. THE INITIAL WORK ON SITE WILL BE TO BEGIN THE POND 'ONO
EXCAVATION AND CONSTRUCTION OF THE OUTLET DEVICE SPECIFIED. =VICE
3. CONCURRENTLY WITH THE STRIPPING OF THE SITE CLIENT
DIVERSION DITCHES SHOULD BE CUT THROUGH THE SITE SITE
GENERALLY AS SHOWN BUT MAY BE MODIFIED AT THE ~E
DIRECTION OF THE SITE GEOTECHNICAL ENGINEER.
4. DIVERSION DITCHES SHOULD BE INSTALLED ON A FLAT AT ATLANTIC
GRADE / 5. GOOD SOIL SHOULD BE PULLED FROM THE POND AREA EA MULTIFAMILY, LLC.
AND SPREAD ON SITE WHILE POOR SOIL CAN BE
DEPOSITED IN THE POND AREA AND SERVE AS THE GRASSED LINED DIVERSION DITCH NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
BOTTOM OF THE POND. ENTIRE LENGTH OF THE DITCH.
6. THE DIVERSION DITCHES WILL HELP DRY THE SITE AS WELL S WELL
AS DIRECT STORM WATER TO THE POND FOR TREATMENT MENT s~ 116-A North Howe Street
PRIOR TO RELEASE. 7. THE DIVERSION DITCHES SHOULD REMAIN IN PLACE AS AS GRASSED LINING EXISTING Southport, NC 28461
LONG AS THE SITE CONSTRUCTION PROCESSES WILL ALLOW. ALLOW. (USE SEEDING SPECS GROUND Phone: [phone]
CONTAINED HEREIN) ~ Faz: [phone]
r;
~ L z'
z ~
z PROJECT INFORMATION
CONSTRUCTION SPECIFICATIONS:
r 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER DESIGNED BY: CHRIS COMPACTED 2~ OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
SUBGRADE 2 EXCAVATETHECHANNELANDSHAPEITTONEATLINES DRAWN BY: CHRISlSCOTT AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
x ~ ~ r OVERCUT AROUND THE CHANNEL PERT MEf ER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD CHECKED BY: SCOTT BUILDUP.
e 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL PROJECT NUMBER: 365 SO THAT SURFACE WATER MAY ENTER THE CHANNEL
x a FREELY. 4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
e m
EI DRAWING SCALE
x
x MAINTENANCE & CONSTRUCTION: HORIZONTAL: 1 ~~=6~~
N 0 1. INSPECT THE DITCH FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL. 2. IMMEDIATELY REPAIR ANDIOR REPLACE ANY DAMAGED AREAS.
0 3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE. N TS 4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
DATE RELEASED
TYPICAL DIVERSION DITCH CROSS SECTION DECEMBER 15, 2oio
/Y Tl A TITTT/Y C'1 /'1 A T Tl / ~ _
60 0 30 60 120 240 SHEET NUMBER
IN FEET .
1 inch - 60 ft.

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I'' U i JAS o ~ g II i~~ O ~ MINE ~ a i i n N J 7` F s ~ _ Fax (glo) 4265777
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~ 21~ ' TBM ~ ~ ~ 0 I 4D COTTON SPINDLE 1 ~ sPiND~E #i f' ~ CHECKED BY: SCOTT
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NF ~a ~ - os 1o"HDPE PROJECT NAME
~ ~ S® 203.50 DS 0"HDPE S O( /e~./10"HDPE 204,5
S o 204.54 ? INV 1 1 F~ . 2D3.1 B
S 7 0'8 04.0- h'~ '4 203.8 203.6 03.60 2 204.0 203.27 203.
FP \ ® PERK PERMANENT POND IS TO BED THE ASTORIA
C 04. \ 205` 03.44 USED A LEGEND: ~ ~ \ ERB - ~ \ ~ BASIN USED AS A TEMPORARY SEDIMENT SO - ~ 03.54 BASIN THROUGH CONSTRUCTION ' ~ ~
O ERB EXISTING REBAR '2 ~ ~Q ~ o THEN C~ SRB 3, a \ 204.80 0,® JB-3 Q ~ c ~~THEN CONVERTED TO A WET POND
~ ~ ® . UPON O SRB-SET REBAR S 'O ~ ~ N h UPON STABILIZATION OF THE SITE. I j AT HOPE M I ~ LS 1 n ~ 204.53 c'®~ r`
®COMPUTED POINT DI-6 Q, ~ ~ ryQ o X40,• N F-NOW OR FORMERLY ~ ® ~'L / S
/ os ®a ryo ~0 2 / ~ R/W-RIGHT OF WAY PERMANENT WET POND 04.53 7 APRON PD-57 a ~ APARTMENTS
RCP-REINFORCED CONCRETE PIPE - \ WATER SURFACE: 199.50' PO-43 L=9' W=5'/11' T=18"
\ YI-30 t HIGH WATER: 200.66' 1 YR STORM 0 46 PROPERTY LINE ~ ~j~` ~ ) ° Dn~6" Duax=12" 0-46 i
04.78 TOP OF POND: 203.00 - - - - - -ADJACENT PROPERTY LINE ~ ° INVERT OF POND: 190.00' APRON PO-42 H U D# 053-35960 L=32' W=12'/36' T=23" I
- - RIGHT-OF-WAY 204.57 204.38 \ 6 I D:,~10" Duuc=15" I
EASEMENT ~ ~ ~ PO-10 APRON PO-1D ,,t' ~ L=6' W=3'/T T=18" -
- ~ - ~ -SILT FENCE Q a 205.30 S r T l Q~,~B" Dui=12" ~ ~'a
- ~0~- ~ ~ ~ PER AN ~N EVE LIMITS OF CONSTRUCTION ~ S ~ T T M o- i g ~ -JUTE NETTING ~ g I I tD"HOPE I fi APRON PO-43 ~ ~ ® 204.33
y - YI-32 PONV ~Y~T~ ~ M ~s SANITARY SEWER LINE 204.78 S ~T~M ~ L=,2~ W=6~/,4~ T=,B" ~ a DETAILED D~8" D~wr-12°
204.8 2 5.1 .0 5.17 - 0 - WATER LINE / o FoIZ~~,~,Y ~ ' ` ~ - 204.33 ~ I I I LASRW 3~sF DR8 ~ ~ 202 4.1
1 - ~ TELEPHONE PEDESTAL ~ - cn
WATER METER -205.03 5.p - a 9.4 00 ~ - _ D~a" Drex=,2"_ 1 ~ I GRADING AND ' v1 I APRON PO-46 ~ 1~ _ ~
~ 05.31 ~ ~ r~ SANITARY SEWER MANHOLE ~ r z ~ / ~ J 'o ° ~ L=12' W=6'/14' T=18" ~ ~ ' ,I
CLEANOUT r~ Y 04.94 ~ v •4 •4 m D~8" D~wr12° i 203.00 z~ W / EROSION I INV HP a t~ sl
O INLET PROTECTION < ~ ~S ~ p ~ t ~ Q T ~ 205.49 ~ °`t NAG SC150BN EROSION BLANKET OR EQUAL r , tl/a - ,9 oP0-56 , ~ ~ ~ o ~ CONTROL PLAN
204.5'""" Ifi ~ O \ S G 24 ROLL CURB (CARRY) ~ I Q - S
~ s' 2~4/( 24.44 ~ x``204.78 t -42 24 ROLL CURB (SPILL) INV ~ ~ 9~ ~i ~ N
•o o f a S 6 LEI
~ 1 I ~ .~t ~ ! y ~3 =P0-57 ` E ~ Pa-57 ~ ~ ° I ~ CLIENT o ~
204.24 ~ L-'°"i~~ ~ t ~ ~ ~ 199.5 ti° I d 7 ; 0 1i ~ 204.53 i t r
~ \ g s d 2Da.o`. Od 0 . - ® 2~ ° ~ ~ ~ 21NV 0 v 20 .8
a sJ 202
05.88 204.78 ATLANTIC ~a, ~
HP 2 4.1 03.8 204 ` - 2°3.96 ~ MULTIFAMILY, LLC. ,~q~~ , ,
~ 4S p~~ 203.4
CHECK DAM - ti ~ G
4.38 W/ WEIR ~ ~ DI-49 ~ (TYP) 203.85 _ G~~
2® DI 56 04.68 203.7 3,5 SD ~ ~ O , 022 2 ` ~ JB-48 ,
4~C3 203.7 JB-8 203.50 ~ 205, 0 3 5a ~Q` ~`'2 116-A North Howe Street
~ ~u4.30 INV - _ - - ~ ~ N \ 9~~ Southport, NC 28461 _ _ ~®k® a3.74 9 Phone: [phone]
.::.;:203. 3 - 203.0 205.13 203.66 ~
204.73 Rg ~ ~0 DI-7 G ~ui~dlN ~uILDING NpE 3 205.13 EMPORARY DITCH SHALL tio~y ~ ~ ® ~ ~ Faz: [phone]
aj•
/ \ 203.28 n 203.37 6 IZ I' uNi ~ i T ~ f,. 0.38 ~ \ ~2 U NIT;J BE CONSTRUCTED TO CONNECT U ~ ~ THE TWO PONDS UNTIL THE PIPE
~ <V ~ DI-33 6 SYSTEM CAN BE INSTALLED.DITCH - \ IS 3' DEEP WITH 2:1 SLOPES LINE 03.46 - ~ , 2 .4 ~ ~ ~ PROJECT INFORMATION
Y ~1`~ o .30 - - WITH NORTH ORM EQUAL GREEN S75
} ~ 203.65 O a 204.30 2 M ~ ~C/ 204.72 ~ 03. ~ ~ ~ f 1 ~
- .2 - _ ~ ~ s I~~ o, ~ DIZOG ~~n~ooM 2 ~M DI-4 \ DESIGNED BY: CHRIS
} / 204.40 204.38 JB-34 ~ = r' ~ ~ / 205.13 °FF~ 2~5.~ FF~:2o5.80~ ~ 2 .1s DRAWN BY: CHRISlSCOTT
' ~ 05.10 ~ , 204.96 ~ ~ 205.13 I 203.50
' - ~ ~ ~ _ ~ 2 4.8 I ~ CI 54 + ~ G`~ ~ 203.00 1 'Q 204.06 ~ ~ 21NV 0 ~ ~ ~ 04.10 A~~ A ~v \ CHECKED BY: SCOTT
- - rJ ' ~ PO-59 APRON PROJECT NUMBER: 365 - _ - - 3 : ; . ~ L=16' W=6'/18' T=23"
I 03.00 5.3 ~ - ~ s ~ 203.90 ~ _ ~ HEET ~ ~ _ ` ~ 05 2INV50 ~ ' ~ Deo=10" D~=15"
= i I - - I \ 03.87 . ~ KEY 204.3 ~ 2 204.01 i 203.45 ~ DRAWING SCALE
t ~ ~ ~ \ ~ ~ 204.18 04.0-~---_ ~ p~ I \ .Q TY ~
n G ,,I ~ ICI w ~ f ~uIL IJITS ~ \ O~ JB 55 ~u ~ CARRY CURB 204.5
NITS 203.00 I2 ~ ~ 204.10 (TYP) 204.5 203.72 HORIZONTAL:1 "=30' 04.75
INV ~ ~ i I IT5 n?2M ~ ,
~ ~ z au 3 ~ o ~ o a ryON~
o ' ~ 203.94 M ~ 0120 2 ~E ~ r9p' °
53 ~ 20 GRAPHIC SCALE 12~ p r 4.2 a F 204.44 -3 ~ .05.5 E' 201.49 ~ 2 204 0 - 1g2,s DATE RELEASED
F I ~ ~ a F 30 0 15 30 60 120 203.68 ~ \ 1 04.8 ~ ~ 04.69 04.88 204.15 '9$a® DECEMBER 15, 2010
/ I ~ _ '60- DI 35 204.53 204.53 ~9j S
,P7
Vy 204.35 y
204.83 I - - ®0.6~ 204.76 - ~p" HDPE 204.95 IN FEET) - ' SHEET NUMBER
- GS 1 inch = 30 ft 5 as - - 204.80 204.4 204.80
5
mm.... . - ECM A bee r+00 AR 6"-,- ECM A . . -71 . . -3m3
,/2 { CO
j EIP '

409Chlcayo Drive-'.quite 112
\ Fayelte~lle, NarEh Carolina 28306
\ Phone: [phone]]]]
\ Fax [phone]]]7
LEGEND: GRAPHIC SCALE ERGO ERB-EXISTING REBAR License Number: C-2354
sReO SRB-SET REBAR ~ 0 1s ~o sa 12a
® COMPUTED POINT T
N/F-NOW OR FORMERLY (tom ~ai1'~ 88 ~o~uTio~S, i~c
R/W-RIGHT OF WAY (IN FEET) o?x Q~~ ~ r~J`~K 018tJ ~ \ ~ ENGWEEwNG ~ SuRVEYiNG ~ GP5 ~ c:NSiuucnoN ~nYOUi
RCP-REINFORCED CONCRETE PIPE 1 inch = 30 ft.
PROPERTY LINE ~ "°m-4
- - - - - -ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY ----EASEMENT
- SF - s- -SILT FENCE
- LIMITS OF CONSTRUCTION
- aN - ax -JUTE NETTING
SANITARY SEWER LINE

TELEPHONE PEDESTAL
WATER METER ~ ~ ~ ,
SANITARY SEWER MANHOLE F,rr'' CLEANOUT ~
O INLET PROTECTION
NAG SC150BN EROSION BLANKET OR EQUAL
24" ROLL CURB (CARRY) " ,~~`j
24" ROLL CURB (SPILL)
~ ~
REVISIONS
1 ~ ~12-15-10 NO CLEAR AREA ADDED TO PROTECT THE
1 S t ~ ~ ~ JURISDIC110NAL DITCH UNTIL PROPER PERMITTING ,r CAN BE OBTAINED.
S / ' , .f f
t ~ ~ i ; i
J } ! 1
t 7 1 ~ t ~ /
, I - ~ _ / ° WERISANDTIONAL _
F / , ~
~ ~ s , I ~
f ~ 4 00'1 001 X001 ~ } 7 JO' ~ JURISDIC110NAL , ~ APRON 1 { ~ DITCH ~ L=16' W=6'/18' T=23" u ~
/ 001 . s I OOl~001~ ; 0~1 X001 ~ i LIMITS OF CONSTRUCTION '
001 ~~00
I 1001.001 ~ r 23.4 AC ~ ~---~---,._.~5 OOl ~OOI X001 i ~ ~ ~ ~o ~ ~
/ X001 ~0 s o ~ SEE DETAIL SHEET C-7.5 ® pry ° FOR RISER INFORMATION ~
~ D,0 001 ~0 r 001 0 ® f99.5 } 1 ~OOI X00 . D1~001~0pj ~ pp `t w Q PERMANENT WET POND
~ l \0 ` Q / I WATER SURFACE: 199.50'
O ~ O ®_-=-~..®797.5 Ol ~ ~ s o° HIGH WATER: 200.66 (1 YR STORM)
~1 ~ ,.STOP OF POND: 203.00' X001 001 001- ~ INVERT OF POND: 190.00'
_ ? 92.5 _ _ . 0a1 ~ I EMERGENCY SPILLWAY:~01.50'
_ 2 ~ ,r'~°j 40' EMERGENCY SPILLWAY
AT 201.50'
i ®_.®._.m x PROJECT NAME
1 rr~ n ~ „r" 001 \~1
I I ~ t 4
t r 1 €
~ THE ASTORIA 1 ~ _ _ ~ O J
~ r, TEMPORARY NO CLEAR LINE 2 ri°~1 ` AT H 0 P E M I L LS
1 TO REMAIN IN PLACE UNTIL ~ \
~ i ~ ALL PERMITS HAVE BEEN OBTAINED FOR WORK IN THIS ~
} s ~o AREA ~ APARTMENTS
t 1
rn°j N ~M 1 r z **ATTACH A 4" FAIRCLOTH SKIMMER r I ~ w
~ ~ ~ =eN 495.0 5 1,, ~ $ 1 ~ ~oroa~ `'~99.'''d97.5 s (OR EQUAL) WITH 3.4 ORIFICE TO THE w~'" H U D# 053-35960 RISER FOR DEWATERING THE SEDIMENT
\ryee~. ti ~ ~ d9 D 2 9, BASIN DURING CONSTRUCTION. REMOVE ~ ~ END OF JURISDICTIONAL I
2 ~ 200, 5 i THE SKIMMER AFTER CONSTRUCTION IS Q COMPLETE. SHOULD POND BE J 3p' DITCH
D n CONSTRUCTED AND THE NEED FOR o ~ w-° ~ o
THE SKIMMER ARISE BEFORE THE NO ? 1 JUTE NETTING'S ~ CLEAR LIMITS ARE RELEASED THE ~ DETAILED
SKIMMER IS TO BE PLACED THROUGH BAFFLES A STONE WEIR IN THE EXISTING DITCH JN ~
~ ~ AND FUNCTION AS IT WOULD IF IT ~ ~M pV
f 202.5 , WEN THE RISER ~,A, GRADING AND
n I , ~ ~ NO C ~
o ~ i • ~ /PERMANENT POND IS TO BE BAR ~V
2D3 ~ 0 / BASIN THROUGH CONSTRUCTIONNT ~ CHECK DAM / EROSION
r ~ 1' ' r I r .V THEN CONVERTED TO A WET POND WISKIMMER& ' NO CHAR / UPON STABILIZATION OF THE SITE., ~ CONTROL PLAN
' ~ 4 S 203.43 ; _ l 4
' 2 3.63 t r~ 1, ~ 04. .63 S ~ ° t
/ 4.50 2 ' ~ 03.4
~ % 1 ~ l ~ 03.8 t O ~ ~ / ~C~ CLIENT
f ~ ~~5' ~ / t ~ a ~Q ~ 03.83 03.43 ~ I o / ~ p~. v~,
• ~0 2 `/C / ~ 3.65 ~ 03.27 t 204.33 f 204.25 ~ \ ~ n 0 t f
{ ~ 204.1 ~L / ~7 ~ , iy. ~ 203.82 I ~i X3.82 ~ ~.r
V h S r,'~+y / ~D 4.55 , ATLANTIC 0 ~ OY ~
d i ?D3 ~ o i Y a ! ~ ~h ~ f
04.10 20 .43 20.43 ~ ~ a ~ MULTIFAMILY, LLC. ~ ~ 1 ~ ~g ~
5 03.4 203 ~
€ 20 .4 ~ 203.94 l ~®sr 1 203.8 03.1 , h F~O~ O ~ v , f
2 .6 Q _ I ~ 40 2 '1 J 3~ d
N 203.96 1 a 20 Zi Z _ y a 203.6 s 03.9 ~ 20.7 ~%j ;~o'~ r ~ ` 116-A North Howe Street 03.9
O 204.33 J; ~ ~ ~ ~ ~ Southport, NC 28461
04.26 ~ SD { ~ ~a~~03.4 Phone: [phone]
- s~\~ Faz: [phone]
~ S~ ~ 2®A 3 e ~ ~
l . l ~ , Sp ,S a ~ ~
,04.83 0' h/.p N p a ~ 2 03.96 O / -d, h a 0 i 203.50
~ ~ I Q I p~ a 203.50 : ~ l~ 1 . ~ PROJECT INFORMATION 203.61 ~
~ O ~ ~ a O Id' Z ~ 03.85 03.85 ~ ~
~1 F 0 ~ Q3 O~.r I, ~~•a ~ ry ~ n Qi Q S~ O Q Q , DESIGNED BY: CHRIS
~ y N Q Q; H a p a 204.29 2 1~n ~ 2 O • / ~ti ~ 1 1 DRAWN BY: CHRISlSCOTT
3 ~ ~ ~ M~ F~ ~3/ a QOM o ~ ~F2 O~ ~ v Q. O p a ~ L1 Z 03.4 ' f ,
a t p~, o~ ,~N ,~3 0~ i Q 4 ~ ~ , 204.53 p Q^ s p a CHECKED BY: SCOTT 03.1
i ~ ~ '1 20 .14 / ~ ~ J v ry ~ 0 0 F PROJECT NUMBER: 365 a
~ ~ ~ 4J ~ 11 ® Nn c~ s ~ o N ~ li 9 I a k 0 a
' ~1 / 204.46 ~ v ~In~ lu ~ ~ a ~ ~ y~\~. 203.4
~ 4r 4r~2 O U DRAWING SCALE
t ` ~ ~ ~ OO~Q~ E ~ 204.53 ~ ,~~U~ _
~ ~ J ~ OS ~ ~ 0 o ~ HORIZONTAL:1"=30'
~T ~ ~ a i ~ O ` V ~ O O y~~~,,. lu 1 03.45
~ J' J~ 0 ooUO W 1 u .,IQs ~ Q = v .U _ '`l " I ~ Q ti a 0 HDPE 4i ~ ~v Q a ~ ~ ~ oa N a O. o a as ~QQ~Uv~~b ~
ti ~ 0 am ~ t Ua c~o,~.. ~r / ~2tuQ ~ ~ 'V ~ ~ ry0 ~ ~ ~ i+ C,? t2r``J~Q: o m 0 O U o p,~?Q4.ZZ o 2 O~ N . ~ ~ ~ U 4r 0221~~ j o O ~2 ~ V ~t~ 4r 4, J s
' ~ ` ~ ~ r`OvvOl a~ o ~ ~ o ` 1 DATE RELEASED tea. hQ ~ ,
2 ~,OJ ~2 DECEMBER 15, 2010
~ ~ ,Q 04.43- 0 4rQ ~U ~ ry~U. ~ J ? m~.T a cY2, 203.66 ?
~~Q 204.89 ) 4O2~Qlka
°SHEET NUMBER
~ v=O
l Q ~h(fu iM b O/tZ
1 ln~~ 205.13
n`NV , C-304
wO U ~ ~N / i 204.45 04.64 C2 / 204.81 fZ04.5C6 ~ nV V n I t ! QW O / , ( '~9. , Q Ocp `n N Q X/"\ O - ill n J `V

LI09Chlcayo Drive-'.quite 112
Fayelte~lle, NarEh Carolina 28306 ~
ELM ST
JASMINE Z °m a Fax (9 o9 ~ 6-5777
O ~ KUMQUA a OAK T License Number: C-2354
FORSYiHI ~ ~
~ LO ~ STONECASTL ~ DR { 1 T
PLE ~ - ~o~uTio~S, i~c
MAPLE ST ~ W8 WHITE ASH DR - ~ ~ENGWEEWNG ~511RVEYING ~C,Pb ~CON5T21JCTION LAYOUT
J 301 - ~ ~ -n l
C,AfL4C,'ETYPE 2 ~.v f3UILDINGTYPE2 SITE a^ 6UILDINC~TYPE2 ~
FFE 20750' 24 UNITS ; _ i, 24 UNITS ~ ~ ? ~p _
Q ~Cf(& D D I 2 ~EDR00 ~ 2 6EDROOM / o
Q eCKFR RD t' CK ~ CKER RD ? ~ E 06.25 2 ' o gNC~gR 6~ Q o ~ ~ FF FFE 2osso' r F- 4 ~
~ ~~'r D s ~ ~ , 20' UTILITY ~ ~4sy r Q _ ~ p°' ~ S' L~ - ? ~ - ~
0 I-95 N ~'7 ~U ~8 EASEMENT ' ~ - ? - . . s op Fo P ~ b~ (TYP) ; t U - G~ b ~ 6 ~ 'S
ft~. ruse s ~,~5 vo . - - - - - c74 44,~T
p 6 DR Q~G ti `h 2g d ~b • SS . S SS - opp o aQ~ g4i ~'i~ _ S - SS - SS ~ ,
~ ° pK ~ WH ~ \ i~'~ _ - C,RANDIVAILE4DRIVE JDIVAILE4DfLIVE - WH VV~ H ~ ~q
Ro ~ ~C` ~ N ~a rn' Q a G~ ~ G a rgM 8 BM - F F ~
~T " NORTH ~ : ~ ~ % ~ 3 3 ~ ~ FF~2oda ~~o ~q
J` ~tiJ ~ Op0 / \ ~ ~ p ~ QJ \p. e§ ~d N X06 oy Qio. Ei \
7 tied / \ 92• 6
~ ~ eb / / ...,.1,
/ ~ 2~~ ~ . - \ P~UILDINC~ TYPE3 ~ ~ NOT TO SCALE ~ \ 12 UNITS 6UILDINCTYPE3 i 6UILDINCTYPE3 I2 UNITS 6 UNITS 6 UNITS I2 UNITS 6 UNITS
6UNIT5 _ J
m \ d o ~ ~ 2 6DRA~ ~ \ / 1~ N r I BEDROOM I PEED-ROOM 2 6DRM 2 6DRM I~ 9 oM 2 BD~ ~ \ REVISIONS
FFE 206.00' FFE 205.55'
~ ~ a ©12-15-10 SEWER FORCE MAIN SIZE INCREASED
_ 20' UTILITY d ~ T . ' ~ . v ~ ° EASEMENT \ / ~ L FROM 6" TO 8"
LEGEND: ~ ~ ° (TYP) ~ ~4 _ .
ECM-EXISTING CONCRETE MONUMENT ::a ° ° ~ ~ FF~ 3 d
EIP-EXISTING IRON PIPE ~ ro~~ ~~o ~ S A e
ERB-EXISTING REBAR c7 ~ `gig ° PEI 'vo ~ t ARAGL~ , CP- COMPUTED POINT .'~43 <a i G E20500 ~ L ~ ' ~ p
N/F -NOW OR FORMERLY - ~C ~ ~ FF ~q ~ I ~ ~N 1 i \ ~
~i G ~ ~ F ~ , F~ R/W -RIGHT OF WAY 0~ I ~ EzE ...644, 6 ~ ~ ~ ~ 4NT I y,
PO -PIPE OUTLET S ~h ~Q9 q~ ~ °S A~ 2g
JB - JUCTION BOX ° ~ ~ ~ ~ ~ ~ a ~ ~ : ~ ~ 4~ ~eD ~ B i W ~ N ~ r
CI -CURB INLET _ 1'? ~y - : o `c` z a 1 ~ ~ ~ ~ o ~
YI -YARD INLET ~ I ~ , ~ iI' I Z N ~ u"- ~ ,e 6 3 ~ ~ ~ 9 , ~ o
DI -DROP INLET ~ ~r _ ~4~j TS -TAPPING SADDLE ' ~ ~pp b~~ ~
J , ~ ~ D ~ 4i p; d o z t< PROPERTY LINE _ ~ ~ b~ ° ~ ~b '~j ~ ~ N 4S,
- - - - - -ADJACENT PROPERTY LINE t ~ ~ y>'' ti~ p, i 64N~ \ ~ ~ ~ 2 ~ U~
~ W - RIGHT-OF-WAY ~ 2g ~
.EXISTING SANITARY SEWER - / ` , I' ' ~ o ?
EXISTING WATER _ - -J ~ _ ~ ~ o 3 I
EXISTING STORM DRAIN ~ ~ ' , Q~
EXISTING SANITARY SEWER MANHOLE ~ ~ 1
• SANITARY SEWER MANHOLE d i C,24ND\VAILEADRNE d' - -ten ~r vim/ ~S, EXISTING STORM MANHOLE ~ 1 EASEMENTI ~
. PROP05ED FIRE HYDRANT - ~ ` ~ ' ' - ' ' - ~ TYP i gUILDINC~ TYPE 3 ~ ~4 ( ) 12 uNrrS ~ U PROJECT NAME
• PROPOSED CLEAN OUT N78'39 49 W 346.05 z ~ ~ F 1 6 UNffS 6 UNITS ' W8 F E
PROP05ED WATER METER - - ~ ~~a ~A 2 6DR ~ ' 0 , M I aEDROOM 2 6DRM 's
~ PROPOSED 2 BALL VALVE - FFE 205.80' ~ ~
1~1 PROPOSED WATER VALVE Ise
n PROP05ED TAP SLEEVE AND VALVE ~ , 0 THE ASTORIA J ~~E ~ i
PROPOSED RPZ BACK FLOW PREVENTER ° ` ~ - -n ~q 6UILDINGTYP 4 YP~ ~ ~ 20 - ~A ~ ~ i
~ w io ~ FF~gs, 12 UNITS a UtJITS ~ ~3°~ ~ ~ - AT H O P E M I L LS
~ 1 E F 4 UNITS 3 5 3 eDRM p,, \ ~ wa'~
N ~ 3 6DRM 1 Z 4 , ooM
- ~ ` ARAGENp~I FFE20550' 3 FF~- 206.00' • ~ ~2pQ6pF, - ~ APARTMENTS

' 1 N , O ~ H U D# 053-35960 . - .
O Z
I
1
- 1 1 - ~ ' ss OVERALL ~ f
'MEN1 WER EASE UTILITY NOTES
Y p~_ 1 NERG ~ I UTILITY PLAN LL MAINTAIN A SET OF RED LINE AS-BUILTS DURING THE
OGRESS E:- 150 ? 1. THE CONTRACTOR SHALL MAINTAIN A SE pR ~ CONSTRUCTION OF THE WATER LINE. ALL ~ ON THE AS-BUILT DRAWINGS. ALL VALVE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED SWINGS. ALL VALVES AND CHANGE IN DIRECTION OF THE WATER
1 I LINE SHALL BE LOCATED WITH A MINIMUf co THE CONTRACTOR WILL PROVIDE THE AS~ .D WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. PROVIDE THE AS-BUILT DRAWINGS TO THE OWNER TO BE USED I
3 FOR THE WATER LINE CERTIFICATION AT CERTIFICATION AT THE COMPLETION OF THE PROJECT.
` ~ 2. ANY WATER ENTERING THE SANITARY SE' APPROVED PLANS SHALL NOT BE DISCHA THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THE LL NOT BE DISCHARGED TO THE EXISTING SEWER SYSTEM. PLUGS I
' SHALL BE INSTALLED IN EXISTING MANHC NEW SYSTEM CLEAR OF WATER AND DEB N EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE = WATER AND DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE
I SHALL BE EXERCISED IN LOCATING PLUG! N LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING
• CONNECTIONS. MECHANICAL PLUGS OR M DEVICES ARE NOT ALLOWED ~WE~ PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE I ~ CLIENT
= I 3. HORIZONTAL DIMENSIONS GIVEN FOR UND I UNLESS OTHERWISE NOTED. 1S GIVEN FOR UNDERGROUND UTILITY TIES ARE APPROXIMATE
• ~ 4. THE CONTRACTOR SHALL BE RESPONSIBL LL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES
AFFECTED BY THE PROPOSED WORK. 3 I I 5. THE GENERAL CONTRACTOR SHALL OBTAI )POSED WORK. I ATLANTIC OTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE
• PROPOSED WORK, AND SHALL COMPLY W - REGULATIONS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL ,
I - I 6. PIPE SHALL BE LAID UPSTREAM WITH TH PSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL I MULTIFAMILY LLC.
PIPES SHALL BE PLACED TRUE TO LINE CENTERED, AND WITH A SMOOTH INVERT .D TRUE TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY ~ A SMOOTH INVERT AT THE JOINT.
I 7. MINIMUM SEPARATION BETWEEN SEWER 1 w_ 3ETWEEN SEWER (STORM OR SANITARY) AND WATER LINES SHALL
' BE 10' HORIZONTAL OR 18" VERTICAL Ut• rn ~ 4 - ~ ~ b SEPARATION BETWEEN SANITARY SEWER Z 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL SANITARY SEWER AND STORM SEWER SHALL BE 24" UNLESS NOTED
~ 1 ~ o OTHERWISE. I • W a 8. ALL MAINS, LATERALS AND APPURTENAN AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH
' `rn rn PWC AND NCDENR TECHNICAL SPECIFICA~ HNICAL SPECIFICATIONS. 116-A NOrth HOWe StrE21
't ~ ~ 9. ALL MATERIALS SHALL BE APPROVED BY 1 ~ 3 I N 10. ALL SEWER SERVICES SHALL BE 6" PVC BE APPROVED BY PWC BEFORE INSTALLATION. SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 1% UNLESS Southport, NC 28461
- o OTHERWISE NOTED. IF 4" SERVICE IS REC 4" SERVICE IS REQUIRED, MINIMUM GRADE IS 2%. Phone: [phone]
~ N ~ 11. THE CONTRACTOR SHALL NOTIFY THE EN ~ ,p I. ~ 1 I HOURS BEFORE CONSTRUCTION OF THE V LL NOTIFY THE ENGINEER OF RECORD AND PWC A MINIMUM OF 48 F3X: (910) 4579211 RUCTION OF THE WATER LINE AND SANITARY SEWER LINE BEGINS. '
'-.D N THE CONTRACTOR SHALL ALSO NOTIFY T ~ ~ ADVANCE OF ALL TESTING. LL ALSO NOTIFY THE ENGINEER OF RECORD AND PWC 48 HOURS IN 1NG.
' Z I 12. ALL DOGHOUSE MANHOLES SHALL BE 5' I` D ILES SHALL BE 5' MANHOLES, SEE DETAIL.
6 ; ~ 13. EXISTING UTILITIES NOT FOUND IN THE FI I ~ ~ ~ NO UTILITIES SHALL BE LEFT IN PLACE 1 FOUND IN THE FIELD DURING SURVEY MAY REQUIRE DEMOLITION. LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS RUNNING
J In ALONG A LOT LINE. IF ADDITIONAL UTILIT 1 I I DEMOLITION. ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO ~ PROJECT INFORMATION
~ 14. ALL ELEVATIONS ARE IN NAVD 88 DATUf, N NAVD 88 DATUM.
^ _ 15. ALL DUCTILE IRON PIPE USED FOR SANIT - "SEWPER" COAT, OR PROTECTO 401 LINIP USED FOR SANITARY SEWER SERVICE SHALL HAVE GRIFFIN DESIGNED BY: CHRIS ROTECTO 401 LINING.
I 16. ALL SERVICE LATERALS THAT TIE DIRECT ~ THAT TIE DIRECTLY INTO A MANHOLE SHALL BE LAID SUCH THAT DRAWN BY: CHRISISCOTT
THE INVERT OF THE SERVICE LATERAL IS 1 THE MAIN. =RVICE LATERAL IS A MINIMUM OF 8" ABOVE THE INVERT OUT OF
~ 11. CONTRACTOR SHALL VERIFY LOCATIONS ~ PLANS PRIOR TO CONSTRUCTION. =RIFY LOCATIONS OF DOWNSPOUTS USING THE ARCHITECTURAL ~ CHECKED BY: SCOTT ~TRUCTION. ~ PROJECT NUMBER: 365
3 I 12. THE ROOF DRAIN COLLECTION SYSTEM Sf ECTION SYSTEM SHALL BE 8" PE PIPE UNLESS OTHERWISE NOTED. d
~ I THE MINIMUM GRADE FOR THESE PIPES E ~ ~ • 13. ALL MANHOLES SHALL BE VACUUM TESTI OR THESE PIPES SHALL BE 1% x BE VACUUM TESTED IN ACCORDANCE WITH PWC SPECIFICATIONS C
I ' 14. PWC OWNERSHIP AND MAINTENANCE OF I 1 MAINTENANCE OF FIRE LINES WILL END AT THE POINT 5' FROM THE
I BUILDING. FROM THAT POINT ON ALL CUI MET. POINT ON ALL CUMBERLAND COUNTY REQUIREMENTS SHALL BE ~ DRAWING SCALE
- ~ 15. BACKFLOW PREVENTERS ARE TO BE LOC, I WILL BE A DOUBLE CHECK VALVE ASSEM S ARE TO BE LOCATED INSIDE THE BUILDING. THE DOMESTIC BFP ~ ECK VALVE ASSEMBLY TYPE AND THE FIRE LINE WILL HAVE A ~ HORIZONTAL:1"=60'
~ I • REDUCED PRESSURE PRINCIPLE DETECTOf RINCIPLE DETECTOR TYPE. THE IRRIGATION LINES WILL HAVE A y
~ REDUCED PRESSURE PRINCIPLE ASSEMBL RINCIPLE ASSEMBLY TYPE BFP. N 0
~ ` I 0 s
~ ~
I 1 ~J DATE RELEASED
-.....z.... ,1_ so o so so ~zo zoo DECEMBER 15, 2010
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/ 78'43'43" 102.14 1 inch = 60 ft.
b MH-15
STA 0+61.40 59.76 R RIM 212.52 SR 1344 (BLACK & DECKER ROAD)
R/W VARIES - PUBLIC STREET INV IN 203.08 (EXIST) -400
INV IN 203.41 (FM) ? I INV OUT 203.05, (EXIST) '

40gChlcayo Drive-'.quite 112
MATCH LINE -SEE SHEET C-4.2 Fayelte~lle, NarEh Carolina 28306 ~
ELM ST t S ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Phone: (glo) 426-6777
~ i _ ~ I JASMINE Z °m a ' Fax (glo) 426-5777
O ~ ' KUMQUA z OAK I License Number: C-2354
O~ ~ m T FORSYiHI I (V U U
~ ~ STONECASTL ~ LO U ~ DR ~ ~ I • ~n S~T~
PLE { I ~o~uTio~S, i~c
MAPLE ST - . WHITE ASH DR ~ I ~ENGINEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
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I REVISIONS
©12-15-10 SEWER FORCE MAIN SIZE INCREASED
i 1 • FROM 6" TO 8"
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y:, a EXISTING SANITARY SEWER MANHOLE ~ W ~ ~
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• PROPOSED CLEAN OUT , ~ ~ I ~ O ~ ~ N I
~ ~ PROPOSED WATER METER , ~ ~ I ~ m .
~ PROPOSED 2" BALL VALVE wv , ~ ~ I
N PROPOSED WATER VALVE r ~ 3 -n ~ I a PROPOSED TAP SLEEVE AND VALVE THE ASTORIA
• PROPOSED RPZ BACK FLOW PREVENTER ~ ' ? ~ I
. ~ I AT HOPE MILLS
_
1 - I ,1
I APARTMENTS
I W N 3 I
1 . H U D# 053-35960
J = ~ ~I
~ I' ~ . I
I • NI
e I •
a } I,
I ~ ~ 3 DETAILED
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~ I _ ~ I ATLANTIC
3
I I o MULTIFAMILY, LLC.
o I N ~ I .
I
I I 1 I
I 1 _ I 116-A North Howe Street
. 1 ~ ' Southport, NC 28461
~ I 1 Phone: [phone]
• I 1 Faz: [phone]
I
I I
~ ~ I , . PROJECT INFORMATION
-4.2 - _ ez 3 - DESIGNED BY: CHRIS
I - DRAWN BY: CHRISlSCOTT
I
':I ~ ' RIM 211.00 I O z....._ CHECKED BY: SCOTT
INV. 208.75 ~ o ` PROJECT NUMBER: 365 CI-64
_ ~ TC 211.83 - ; ,
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102.14'
30LF 15" RCP ®0.5~ HORIZONTAL:1"=30'
CONVERT TO DI RIM 212.85 _ 89LF 15" RCP ®0.7% CONVERT DI TO JB
NEW INV 208.52 SR 1344 (BLACK ;1344 (BLACK & DECKER ROAD) WITH MH RING & COVER
MH-15 R W VARIES - JACK & BORE 62.5 LF STA 0+63.44 49.98 R / R/W VARIES -PUBLIC STREET NEW INV 207,91.
GRAPHIC SCALE OF 16" STEEL CASING RIM 212.52 DATE RELEASED
WITH 72 LF OF 8" RJDI INV IN 203.08 (EXIST) PIPE PER PWC INV IN 203.41 (FM) 30 0 15 30 80 120 DECEMBER 15, 2010
STANDARD DETAILS INV OUT 203.05 (EXIST)
8"X16" TS&V
IN STA: 0+23.4 ( FEET) - SHEET NUMBER
1 inch = 30 ft.
m,n _ -401
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FayelteJ~lle, NarEh Carolina 28306 ~
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- z JASMINE - m a 11.25' BEND Fax(9o9~ ~ 777
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59' ~ G ~ a ~ R~ F GA,.Kh+-1 ~ ~ ~12-15-10 SEWER LINE FROM MH-5 TO MH-6 ~ S4 49LF DI 80' ~ CHANGED TO DI
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YI -YARD INLET a..
YI-11 / DI -DROP INLET 0 ~ ~ THE ASTORIA ~ ~
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- - - - - - STA:1+45.2 ~ FOR THE POOL & C ADJACENT PROPERTY LINE ...d , . t ~ 204.00 1 CLUB HOUSE F SD cDl-16 - - - FH ASSEMBLY f
- - RIGHT-OF-WAY y , ~ 0 INV J' Y - -EXISTING SANITARY SEWER 45° BEND • O \ ! gyp' ~ "(~nr
,YI 51 EXISTING WATER STA:1+78.1 ~O 20LF DI G~~~ 1 ' r t I STA: G+15.5 ~ APARTMENTS `1 ~ < # ~ CECROSS N6 N ~ 205.00
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PROPOSED TAP SLEEVE AND VALVE , \ / ~ ~ ~ ~ I STA:0+87.0
a ~ • PROPOSED RPZ BACK FLOW PREVENTER ~ ~ $ N04.DD ~ ~ 8°X2" T%~~ I III " UTILITY PLAN
~ : 0 ;o0 0~ STA: 30+79.7 I. ~ I 29.5 LF OF ENE, x
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` 8° WV STA:34+87.9 ~Sj ~ 203.83 STA:9+69.7 INV V 0 6 ~ \O 8°X2° TS
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~ I III i 116-A North Howe Street
DI-13 . ~ j . ~ 45' BEND $oUth 011, NC 28461 STA:1+72.6 p
y 34+00 - - ~ - / ~ ~ Phone: [phone]
_ nI-1433+00 9M YI-1 s [~I FaX: [phone]
- GRAND WAILEA DRIVE , 45'BEND / 45' BEND ~ ~
STA: 33+29.7 45' BEND ~ : STA: 32+24.9 ~ II RPZ BFP ~
~ STA:8+10.5 W~ I~ 45' BEND ' _ ~ ; STA:8+00.0 J STA: 32+52.4 STA: 32+52.4 I ~ ~ ~ ~ G/
' _N78'39'49"W 346.05' ~ p ~ PROJECT INFORMATION YI .i0
~ ~ ~ I ~ S~ 1"IRRIGATION 6e (V~ ~ ~ I METER Q•~
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~ ~ ~ TOP: 206.00 ' INV:2o2.so ~ ~ DRAWN BY: CHRISlSCOTT
o ~ ' ` ki DI-57 _ _I ~0 c / YARD 204.40 - - Q• (V
do HYDRANT I\ 21NV20 F®v CHECKED BY: SCOTT
22.5' BEND I . ~6`' G~ PROJECT NUMBER: 365
HEET • STA:7+76.0 . P
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~1 e - ~ _ ~ 6 . -
GRAPHIC SCALE - ~ ~ - - DATE RELEASED
1 30 0 15 30 80 120 ~ ' ~a~np~' I ~T
3'.. 1 T
m, ~ ~ 1 ~ , FF~ 2o6.D0~ ll DECEMBER 15, 2010
i 1
N'- ( IN FEET) b w SHEET NUMBER
1 inch = 30 ft. Z °
-402
MATCH LINE - SEE SHEET C-2.1

SEE LIFT STATION DETAIL FOR 409Chlcayo Drive-'.quite 112
ELM PO-63 Sr INV 202.00 INFORMATION ON THE WET WELL Fayelte~lle, North Carolina 28306 ~ ANTI-FLOTATION BLOCKING PADERATOR Phane:(910)426-67]7
m -a - - - - - - - - - JASMINE Z - - 20' GATE & Fax [phone]
O 6' METAL FENCE I License Number: C-2354 ~ MH-1 - 'YARD \
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PLE SD SD. ~9- ~ SD _ 2a3.oo ~ SD 1NV OUT 193.37 (LS) ANTENNA WET SEWER EASEMENT SD III Nn WELL
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C~ ; CENTERED ON LEGEND: G ~ r• A CROSSIN _
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a JB-3 EIP-EXISTING IRON PIPE 'x= w moo., - 'O \ / DI SERVICE ~ 8"X2' TS ' AT HOPE MILLS 1 TOP: 204.52 , STA:20+51.1
ERB-EXISTING REBAR o DI 6 ~ w cl ~ ~ INV:198.00 ~ ~ 2 ~ ' o Lf OF 2" ~
CP- COMPUTED POINT W /
N F -NOW OR FORMERLY 3 / N PO-43 R/W -RIGHT OF WAY N ~ 34. z1 F1RE APARTMENTS
YI-30 ' a PO-46 PO -PIPE OUTLET ~ N. ~ ~ , o ~ $DR P°_ 46 , ° H U D# 053-35960
Q JB - JUCTION BOX ~ I 8"X2" TS
- , 'o. , CI CURB INLET F ^ 6 N \ l ; STA: 20+42.1
C YI -YARD INLET a 11 ~ ~
~ ~ , ~ o PO-10 DI -DROP INLET ~ S a T'C , o , o I V N 1 . 2" SDR 21
TS -TAPPING SADDLE / g - I D g ip"HDPE `1 WATER SERVICE
PROPERTY LINE - - - - - -ADJACENT PROPERTY LINE ~ S ~ . - ~ WITHO'1;~° Wi ° o :DETAILED
? Xoo ~ , 0 1 - - RIGHT-OF-WAY e ® 1
EXISTING SANITARY SEWER ~ ~ 1
J Y EXISTING WATER ~ - ,a it ~ ~ ~ ~ ~ ~ ~ N UTILITY PLAN I~ io ~ 2 N ~ ~ _
EXISTING STORM DRAIN _ ~ ~ ~ 1
r ~ ~ ~ ° ~f EXISTING SANITARY SEWER MANHOLE ~ • N 1 oS F ~ ~ ~ ~ ~ LUI rn J 203.00 I ~ i INV I a ~ ,
Q SANITARY SEWER MANHOLE ~ D PO-58 ~ ~ I ~ I
EXISTING STORM MANHOLE o - ~
PROPOSED FIRE HYDRANT 2o3.ao s o ~ ~ ~ ; PO-42 0 • PROPOSED CLEAN OUT INV ~ ~ o ~ ~ N ~ i i ~
S~ 6 ? PROPOSED WATER METER PO-57
PROPOSED 2 BALL VALVE ~i• ! \ Po-57 ~ o ~ ~ ~ = I d ~ ~ CLIENT
° C/0 4+13.0 C/0 4+13.0 PROPOSED WATER VALVE ~ roP:2o4.34 • TOP.204 57 N 3x INV:199.50 1NV:199.27 ~
PROPOSED TAP SLEEVE AND VALVE 0 o b MH-10 , ~ ~ ~ ~ ~ I d
PROPOSED RPZ BACK FLOW PREVENTER - 2" SDR 21 STA 3+86 04 i i Z ~ ' zo3.0o f ~ ~ N ~ ..INV ATLANTIC
WATER SERVICE ...RIM 204.00 INV IN 19911 (MH 11) WITH 1'~" WM o ~ ~
INV OUT 199.01 (MH-9) rn .LAT IN 199.34..
o w n-. ~ - - ~ MULTIFAMILY LLC. ~ ~ as ~
. ro ~ . 20. SE`~R E • 3
DI-49 ~ °
STA 0+72.26 ~ f m N p0 DI-56 . 1+00 rn 1 JB-48 ~
RIM 204.86 ~ 3+ S ~ ~ SD INV IN 200.68 (MH-12) I L, ~ m ~JB-8 C/0 3+86.0 203.50 D _ ` ~ ~ 116-A North Howe Street
INV OUT 200.58 (MH-10) ~L~ l1J~p 6 PVC 202LF D . , _ -s ~qND\VA F SDR 2 ~A 45' BEND TOP: 204.00 INV G 4 46L x INV:199.52 - V/ 0 1 - Southport, NC 28461
2 "TOTAL) 12 00 ~ STA:14+22.7 x 47q,8( 00 13.78 LF ®0' ~ - ~ I L V' N I ~ Phone: [phone]
8"X2" TS ,3 DI-7 I ~ui~dlN ~ ~ ~ J - Faz: [phone] BUILDING IYPE 3 ~ 1
cy c/o 3+as.o ~STA.2+42.4 8"X2" TS _ r TOP:204.64 ~Xpp U ~ i
~ 1+Q0, 3+00 G STA: 2+50.2 _ ~ 12 u T 12 UNITS ~
1 ~ ~ <V ! DI X33 W8 i ~ 6 UNITS ~
~ 8"X2" TS ~ } , WB 8..X2.. TS. , ~j 35LF DI ^ STA:3+96.0 'eq - i PROJECT INFORMATION . t
t w ~ _ STA:3+91.0 ~ O b 2 _ _ _ ~ a DIZ CENTERED ON 20LF DI M
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i p ~ CROSSING JB-34 ~ / 45 BEND CROSSINGS 1 ~ STA: 2+31.5 b FF~: 205.E CROSSING FF~: 2os.8o~ - j DRAWN BY: CHRISlSCOTT
1 h~ 1 7 J~ 203.50
Y ~ rn ~ _ ` 1` a o --~~i~r' ~j CI 54 - - - 1 ~ N 203.00. "Q __-ti ~ V wv j CHECKED BY: SCOTT 2" SDR 21 p0 1
1 t ~ 1 203.00 INV 7S - - '~~1`V WATER SERVICE ~x PO-59 1 PROJECT NUMBER: 365 WITH 1;~" WM - - 22.5° BEND
1 ~ Q - - INV I 03.00 ~ ~ x00 HEET 1 ~ MH-12 • - _ NV F 20LF DI ~1 2" SDR 21 _ - ` US 203.50 ~ STA:18+04.7 ~ 1
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5 ~IIT 203.00 12 U - N ~ j HORIZONTAL:1"=30' 1
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F ~ a F 30 0 15 30 60 120 203.68 ~ 1 6"X2" rs 1 DECEMBER 15, 2010
/ _ •60- DI 35 8"X2" TS ~ STA:16+71.6 - STA:16+80.91
n
Nlllsl~ I, % (3S FH ASSEMBLY ASSEMBLY N-V SHEET NUMBER
- " 1p" HDPEOO•6 (IN FEET) _ STA.16+43.6
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1. A . X . . X C i

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0~ KUMOUA m OAK T FORSYiHI ~ ~ ~ 1 /2^ I~pzw ro rrEw RR:IHET P
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PLE { NS'BEND STk8+58.8 N: 457,034.635' ~""98A 0- ~ RIM 204.25 E: 2,027,724.21 s' I II\VI N
~J MAPLE ST :2,026,414.427 k0 - I_3 ~ SD WHITE ASH DR NC GRID NAD 83 5 I-2 I~ - 'INv IAI ~nz /uu n1 I I ~5' NC GRID NAD 83 f :N~ luiuu ~ 50.43 LF ®0.97% 8° SDR 26 PVC (NSRS 2007) ~NGw~wNG SuRVEYiNG ~5 coNST~ucnoN~nYOUT IN. „ v~~/~ ~ I ~
(NSRS 2007) a~• ~ cfi 301 _ - 5 ~J 4 ~ - - ~ ~ ~ LIFT STATION
n ~ Gp~ETypE2 ~7 P~UI6UILDINGTYPE2 SITE R~ 6UILDINGTYPI=2 STA 0+10 4.95 R w7a INVSirn.76 c/o9tmi p~ TI RIM 204.30
s FFE 20750' 00 24 UNITS ; P.~x 8'%2' 75 I ~ urv:zol.c0 j BI n STA:7+DS5 24UNIT5 x~~.oo ~ ~ INV IN 192.88 (MH-1)
Q Ck &DfC DfC ~ z• SCR zl 6~~ / 2 6EDROOM u>I 2 6EDI200M ~ ~
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ru Est n9T ~ y~' b ~0 INY .RIM 205.1 - - _ RIM D ERRS DRSS s ~~pc goy INV IN 198.4 H-6 347.84 LF 0.60% 8" SDR 26 PVC ^ INV RIM 2td0i ~ ~R7. NE INV IN 194.18 (MH-3) INV IN 184.00 LF ®0.60% F ®0.6c0% "SDR 26 PVC VIN 195.90 (MH-13)
w e INY ~ - 2gb ~ '"INV OUT 198.30 _ _4 S S INV MH 7 @ ) e'xr 7s B Nr 7s ...ASEMENT s INV OUT 196.12 (MH-3)~ '1S ~ u7 I OUT 194.08 (MH-1) IAI B.~„ ~ STAN+BAS
D~ ~O WOOD oP SBA:aF87.2 STA 1+49.31 "y 4Qb ~ _rx ASSENeLY- 2z5•BEHD SrA:28+B3.1 sTA:28+7AI o DW ~ ~ RIM 208.20 /N~ ' srnB+BZS _ srA;27Haza WH ~ V'1~ - w~ _ W~ Ydsra77+n.1 4s BEW STk77+75.7 4.,
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0 ''2R~r ~ ~1 00 . ~ ~ / ' zoas3 'cE '~o ti6k y6 r ~ ti0 6 X67 X06 o'LJ t v `0x0 cAxRr aWre ~q 4.99 LF ®1.41% 8° SDR 26 PVC 4io E/
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Q- Y ~`~~F \ X29 ~~a.es eb - r~ F Sik 8+87.8 xv SEANCE WAIFA SEANCE 1• WW W xllx ll• xW , . STA 0
0 a cos Q,y/ ~ 6UILDINC~ TYPI=3 ~ y ~ 84 c s.RSa ~ n-~ ~ s' WY NOT TO SCALE IILDINC~TYPE3 ~ &UILD TYPE3 RIM 203.98 ~ INV IN 197.2 (MH-14)/~
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~+r i ' , ~ ~ ° ~ ~ 6• MH-6 u` MH-8 a~ ~ STA 5+94.57 V OUT 197.0 MHO. EH ASSEMBLY
/o-0+1 i•. .STA 0+00 ~ n-zs STA 3+35.42 0.0 ~ •2A+1&7 +s B~ND OP:7ce cro-0.a` RIM 208 62 ° ~`~+sl. ~ ~ ~ RIM 205.84 srA:lo+7es RIM 203.40 APE sinE , TIN 19 .7 arosslxc sTA:7D+/a4 INV IN 198.00 (MH-10)~E 7tlnXACPE W .u RP~eEP o "N INV OUT 196.63 (MH-3)
ik2Ca7S iff:wMlBl , / v INV OUT 204.10 (MH-7) ° ° / .INV IN 199.60 -7),~ Sq~ L~1T IN 197.60 N $ "
zaP a n_II LAT IN 204.30, ° ~ 'INV OUT 199. (MH-5) 3~, cARRr aJRB cENEERED ~ 1S. (TMP) 7. arosslxc ~ E D I C/p
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R ADWAY PR FILE - + T 4+ 5 5
220 220 PROJECT NAME
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H W N_ o i.~ V1~X =
W m X~v Z 01 vW Q THE ASTORIA
~ vN ~ N00~0
~NOCO M7 W ~~OON Q AT HOPE MILLS
+NNN~ 1 215 o~zzo WN 215 APARTMENTS
N
(J)C7ZZZ W+~O. 0_NNN
- 0_~~1
Z.............................................................................................................................................................................................................................................................................................................................. Q l/1 0_ - H U D# 053-35960
1
L . . . . . _ ~
- , -EXISTI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
NG GR OUND JD
210 - - 210 PROFILE
JACK AND 1 S'~ RCP - BORE 62LF OF
16" CASING & 8" C900 PVC FORCE MAIN
72LF RJDI 42" MIN COVER -0+50 TO 4+50
_ - _
0 WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
w J
Q 1
W ~N 205 a r 205
JO W+
W, N CLIENT
KQ Q U)
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ATLANTIC
J
HN MULTIFAMILY, LLC.
200 ~ + xQ 200

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116-A North Howe Street
Southport, NC 28461
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Faz: [phone]
195 195
PROJECT INFORMATION
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DRAWN BY: CHRISlSCOTT
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PROJECT NUMBER: 365
190 190
DRAWING SCALE m
_ _ o N N N N N N i
HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+00 4+00
GRAPHIC SCALE DATE RELEASED
~ o ~s ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-5m 1
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LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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R ADWAY PR FILE 4+ T 1 + 5 5
220 220 PROJECT NAME
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AT HOPE MILLS
215 215 APARTMENTS
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FINISHED GROUND
210
210 PROFILE
EXISTING _ _ - - - - ~ . , GROU - 42 MIN COVER
ND - . _ 4+50 T010+50
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8" C900 WATER LINE 205 18" RCP 205
CLIENT
I 8" C900 PVC FORCE MAIN
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z N - to w~ ~ ~ ATLANTIC ~ ------20~F D~ MULTIFAMILY LLC.
m+ o r z ~ ~y................... .Q ~ CENTERED
~ ¢ m vi NN ~ Z+ UNDER ST RM z+
200 m m ~ m 200
~ a ~N .a
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QN 2F ~-F + 116-A North Howe Street
L~ f~ : Southport, NC 28461
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0D 0D Faz: [phone]
195 195
PROJECT INFORMATION
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DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
190 190
~ ~ c0 ~ ~ N [0 ~ ~ N O ~ c0 ~ ~ o " DRAWING SCALE
O~ O~ O~ O~ O~ O~ O~ O~ i N N N N N N N N N N N~ N~ N~ i o~ o~
" ° " ° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
5+00 6+00 7+00 8+00 9 9+00 10+00
GRAPHIC SCALE DATE RELEASED
~ o ~s ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-502
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
~ cRw xwn es (xsRS zoos) ~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
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S~~' A~FNO 96 •6
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I ~ 0 2 n 3x TS pp 38 0
N ~ ~ 5~ s 3?? a ~ '3 ~ N
~ 8 ~ ~ 'S' ~ ~ Z~
C, ~ zti ~ /c~~ \ ~ ~~ih REVISIONS
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9 R7 ~l I O O ~ t0 0+ ~ ~s x~ ~~O Q a~ ~y0 X ~ Q~
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2 O ti r cn w+ 1~ 1 q s v o / _ _ C^ MFR pR ,11~ ~n , tin,. ~ 1~
~ ~2 ~2 1
~S
R ADWAY PR FILE - + T + 5 5
215 215 PROJECT NAME
~I N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O j o I O vv N O ~ _ p O ~ O
MO ~ ~ O ~ N . ~~~0 O 0 ~ M ~NM
~ d O N X00 N ~~0 ~NN~ ONON NON THE A T RIA o „o S 0 oo}
O+WZ7 ~Of ppN ~N~ N ~-O ~I~l()~ MW7 NONN FO AT HOPE MILLS
O V1 C9?? +WZ~ ~a'Z ~~~~o N X000
210 ~QQ_o oN~_ ~ N N N ~
I ~ }N~zz FINISHED GROUND N~~??° 210 APARTMENTS
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. H U D# 053 35960
42" MIN COVER
0.53 15" RCP® 1 _ 123.11 LF ® 52.74 LF ®p,82% 15" R - CP ® 0.82% 15" RCP
`E k - - IS F ®0.55% 18 R T.~. - GROUND 6 L ~ .7 6 - 12
159 .1 7 LF 0. 8 29 "
205 - 1 r~~ ei 5 R CP 205
a., . c sD 0 w AT E R LI N E PR FILE 0
J _ 0+50 TO 6+50
20LF DI CENTERED 8'~ C900 Wq~R LINE
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200 200
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O N N.......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + ON m+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~O N+ W+ M ~Q N~ m~
OOU1 aQ NF ~N 2F dU7 ATLANTIC
L~ UI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~Q z~ MULTIFAMILY, LLC.
mM
195 . ~ 195
NQ
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116-A North Howe Street
Southport, NC 28461
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Faz: [phone]
190 190
PROJECT INFORMATION
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DRAWN BY: CHRISlSCOTT
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PROJECT NUMBER: 365
185 185
N) ~ O~ 0 0 r~ N~ M p 0) ~ cp N N ~ ~ ~ ~ o ~ ~ DRAWING SCALE
O 0 O ~ O ~ O ~ O ~ O p O p O p O p i N N N N N N N N N N N N N N N N N N ~
HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+DO 4+DO 5+00 6+00
GRAPHIC SCALE DATE RELEASED
~ o ~s ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-5m3
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
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6 ~ENGWEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
~ r~0 7' Sao
h / 'Q ~ 16ED1200ti ,
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0~ 55 / ~ ~g xg , 6 k0 ~ / ~ ~ '~1+ 'h / ~ ~ ~ FF~: 205.4
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GS ~ ~
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P6 ~ ~ g~'.1x ~~~55\ GP ~ ~ ~~1. ~ x0 ~~P. 0~ G~ TYpE I ~'AIZAG'E TYPE I ~ ~
~ ~ 6• P~ o ~ x ~ ~o F 205.00 205.00' FF~ 205.50' I , ~ yo~~~s~ _
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(n 5~ 00 ~ 0~ ~y0 - ~P~~ w
~ ~ ~ . 0~~` PS ° G G W8 W8 W8 W8 '=°°+'°?~'ar• WS W8 ~r~ WB W8 y, \ 6
O ~ 7+00 8+00 9+00 N_10+00 11+00 . a . .f+"__"r~ . ~ .f . ..Q 12±00. 13±00., ~ I
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i2 G 5 ~ , . UNITS ~ W . : F ~
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FF~ 206.92'
R ADWAY PR FILE + T 1 + 5 5
215 215 PROJECT NAME
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_
NN~ o I I ~ AT HOPE MILLS
° ~ } 210 °MO°~ 210 APARTMENTS
N ~ ~ ~ N O ~ r
OOOON j~NN +NNNj O I N° _ O° N°
MOH~Z° O ~ v - Q ~ ~ I o
N I H~»> ON000 O I I ° dON~ ° Vl C7 Z Z Z M M M N O rP O ~ N N f0 H U D# 053 35960
00000 °Ov~~ pOm~ +`NN N N j OO~n1 +N~ j
~oo~zzzp mornrn~ cow~?O
+ - zzzz - OVl 0)~ZZO °(n C9--
I~Qa»>
205 ° ' ? ? Flr FINISHED GROUND 205 P R O FI L E
25.86 LF ®0.69% 18" _ _ RCP _ EXISTING GROUND
~ ~ STORM POND HIGH 6+50 T013+50
L WATER ELEVATION
......103.56 LF ®0.58% 30" RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
113.20 LF ®.0.53% 48" RCP -
15° RCP 42" MIN COVER
:..:::48" RCP . 8° - 200 300.78 LF ®0,57q 48" RCP 200
X90 0
DI 8" SEWER ~ Wq R CLIENT
CiNF
8" DI FORCE MAIN
I~ . ATLANTIC
i _ „ ~t _ $ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 900 WATER ° ~ LINE SEE SHEET C-
Z co 20LF DI PROFILE CONTI M LTIFAMIL LL . Y C U SEE SHEET C-5.8 FOR PROFILE CONTINUED
195 W ~ 49LF DI CENTERED GRAND WAILEA co CENTERED UNDER STORM 10+95.48 = G -GRAND WAILEA DRIVE STA 195
~ UNDER STORM N F 20LF DI LOOP STA 0+( 10+95.48 =GRAND WAILEA LOOP STA 0+00
N UI 1 & SEWER CENTERED CROSSING UNDER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ST RM 116-A North Howe Street
rn ~ r rn Southport, NC 28461
~rn~ OJ ~ I~ m ~ N Phone: [phone] ~ )
Faz: [phone]
F XQQ~
N OOUI FF (~F m~ N N ~ pp. M to ~
190 ~ + 190
a a PROJECT INFORMATION
~ u~i NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443
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DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185
c0 ~p r ~ M p M ~p c0 N 0 rA M ~ rn N ~ ~ ~ o DRAWING SCALE
O° O° O° O° O° O° O O O N N N N N N N N N N N N N O N O N O i " N " N " N " N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
7+00 8+00 9+00 10+00 11+00 12+00 13+00
GRAPHIC SCALE DATE RELEASED
30 0 1s ~o so 1zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-504
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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2~ ~ENGWEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
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o~ FF~ 204.0

R ADWAY PR FILE 1 + T 2 + 5 5
215 215 PROJECT NAME
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE A T RIA SO
AT HOPE MILLS
210 ~ ~ 210 APARTMENTS
~ I° ~
' vv J ~
~ ON N m ^ t0 N O v •O N OJ O d ^ 00
^ N M MAN 00 ~ O tOMMNm +~NH N d m a m H U D# 053 35960
O ~v70 7 M O O O p°mm~ NaN~0, NEON- Q O- a a o
MONO~N~ mN~ZZ +~H n00 0) O 0] O N N~ N C O N O O
MM~OOi Oi~ N~NU N)N. oomornrn a o n +N~N~~H HU> ~NH NCO 'MN n ~o
Z ~~ZZZZ~ UNH- nN~00 +NH
205 n~~»»> o ~ ? ? ? ? FINISHED GROUND ° dN~~ i 205 PROFILE ~NC9?
........EXISTING GROUND
.STORM POND HIGH 13+50T020+50
WATER ELEVATION I 42" MIN COVER I
I
15" RCP 15" RC 35.24 LF ®0.71% 15" RCP ® 0.57% 15" RCP 18" RCI 114.76 LF I J ~ 18" RCP
200 200
~ 8" C900 W
ATER LINE CLIENT
;I 20LF DI
CENTERED 20LF DI ~ 20LF DI
~ CENTER UNDER STORM ~ UNDER . CENTERED ATLANTIC UNDER STORM
35LF DI . M --CENTERED
UNDER STORM N + o 0 Q`0 w+ r M LTIFAMILY LL . U C
195 a ~ ° =F o 195
in w + r a mco NF 24" RCP
N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N.~
Z+ IVF W~ m~ NUI 116-A North Howe Street
~F ~ ~ Southport, NC 28461
Phone: [phone] ~ )
Faz: [phone]
190 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 190
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 PROJECT INFORMATION
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DRAWN BY: CHRISlSCOTT
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PROJECT NUMBER: 365
185 185
CO ~ I~ ~ O ~ O N c0 ~ ~ ~ c0 ~ CO ~ O N i ~ ~ ~ ~ N ~ DRAWING SCALE
M M M d M M M M M i 0 0 0 0 O O O O O O O O O O O O O O i N N N N N N N N N
N N N N " N N N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
14+00 15+00 16+00 17+00 18+00 19+00 20+00
GRAPHIC SCALE DATE RELEASED
~ o ~s ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-5m5
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
/1 'A/ ,
V O T
v a j,. vvvvuu~~l 1 : 6 ~OLUT101~5, I~IC
~ , ~ ~ENGWEEWNG ~511RVEYING ~C~Pb ~CON5T21JCTION LAYOUT
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~ ~ a~~\ F~~ `ti .4. y \ ~ H ~o ONISSOaO ~ 5 66.48 LF ®0.60% 8" SDR 26 PVC (oti . ~ ~ I~ ~ ~ V1S N + NO D3b31N30 9NISSOaO f~, M o g'qg+9Z ~V1S N ~0 03b31N30 g'gy+9Z ~V1S N J
~ .ay ~v- T ~ y~ \ W 8 8 8L £Z V1S / ~ •d ~ ® s W ~ Sl ZX 8 ~ 10 dIOZ ~ ~ ~ F ^IO dIOZ Sl „ZX„8 Sll uZX,i8
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V ~ ~ 4.99 L 1.41 SDR 26 PVC 0 ~ 0 ti~ F ~ ~ 24+00 (Z HW) Z6'b6l 1f10 ANI 25+00 ~ 0~0~0 ~ ~ Ox0 1 ~ , - - (b-HW) ZO'96l NI ANI - ~ - I -
Q'~ ~~'~y~, ~~0 / ti X O'£Z~V1S (6-HW) ZO'96l NI ANI o ~~,~~10 In FM l'08+£Z~b'1S FM L6'bOZ Wla FM - FM FM FM FM FM FM
0 0 ~ ~ S + ,ZX„8 Sl „ZX„B a 09'Ll 69'BI+bZ V1S = 0 0 8 r7 0 l'tiL+9Z ~V1S l'£8+9Z ~V1S f~
~ ~ 8 ~ p N ry £-HW m ~ ? S!~ QQ SS SS Sl „ZX„8 N N Sl „ZX„8 s ss • s s ss = REVISIONS
/ • N MH-2 Z .60% 8" SDR 26 PVC 184.00 LF ®0.60% 8" S "~2~ STA 22+97.35 19.04 R _ LF ®0.60% 8° SDR 26 PVC SO w 347.84 LF ®0.60% 8° SDR 2 (£-HW) Zl'96l 1f10 ~NI L~
°a 22+ ~ RIM 203.46 J ~ ~ ~ ~ 00 ~ ,ay INV IN 194.18 (MH-3) lZ a0S OL'bOZ d01 (5-HW) ZZ'96l NI ~NI '~dpy iv j ~
g ~ ti ~N t INV IN 195.90 MH-13 =~l 9'9b a ,y 4'lOZ ANI . '6 ~ . y~ ~ .dye xti0 ~ , 194.08 MH-1 H ]H"Ol 09-IJ~_3dOH .Ol• ~ 3dOH „p~ a 09'L l 69'ZO+9Z b1S ~ ~ . o ~ . 0 d01. g 'rr y. - ~ I pl" ' " ,y b-HW~ , " 3dOH wOl: w L~ x" 3dOH „0
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R ADWAY PR FILE 2 + T 27+ 5 5
215 215 PROJECT NAME
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AT HOPE MILLS
^N 210 ~ _ ~ 210
I p N ~ =x o N I~
g O O r f f _ ~ "N i-. ~ r; _ ° APARTMENTS I ~ ~
O O ~ NOni ~ ~ ~r~~ N NNE m~ I o o ~ I o a m rn ~ •m x n o I ro m o m o~ I I ° ~ N N O ° NMN~
• _ o v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ O ~ mM~~ O I ~ ~rn o- ~ p~~ MOOZO O O ~ ffv ~~mmF O ~O o~~ H U D# 053 35960
~ O N- O O v ..••a0 O O p Id OOH Q O N O MNNZZO NOO ~ o ~ooo =~~zz~ o,~m_ M °°rn~ I a ~m~o- ~pN dNN?p +N~ Q
O NO fUI CC-- N70 ~ =~~~~J NMlO pp I NNjO pnj~~~~ ~N~ZZZ OOpON tO Npp~ =~~1 MON ~0)01~ +NN~ N ~ O~N~p ~N~ZZ
NI~fD Oi ~V12? +N +M~~F ~ ~ H N w NN N O ~ O Zp MQQ I > ~NL9?
MOp~j~ ~NwO NNNZZO ~ H- H Qa
205 ~"~?p o~~? ~N~zzz oN~-- I ~ 205 PROFILE
o,n c~? ? FINISHED GROUND
_ _ _ _ EXISTING GROUND
- - - STORM POND HIGH-- 20+50T027+50
~ ~ WATER ELEVATION q, 18" RCI ~ 42" MIN COVER 87,94 LF ®0.57 ®0.57% 18" RCP
74LF DI WHERE MIN 24" RCP 10" HDPE
COVER IS NOT MET
MIN COVER IS 3.3' 200 - - - 200
- 8" C9
OD W A TE R LI N _ E _ CLIENT
8" C900 PVC FORCE MAIN
. . . . . . . . . . . . . . . . . . . . . 84.gg L 20LF DI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CENTERED
F®1.4 I iq 8" SDR 26 ~ 66.48 LF ®0.60% 8" PV . 20LF DI UNDER.,. TORM ATLANTIC
20LF DI SDR 26 PVC C ~ CENTERED CENTERED 60% g" SDR 26 PVC " SDR 26 PVC
UNDER STORM UNDER STORM 184.00 LF ® 0 . M LTIFAMIL LL
8" SDR 26 PVC .60 0 4 LF 123.7 Y U C.
195 M 195
~ n ~ r ~o w+ ~
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cn N m ~ ~ m ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~Q N Z+ N I/l~ 2F ~Q WN >N U1N w(n Nom, m Q 116-A North Howe Street
~F F 2F ~N wN Southport, NC 28461
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: [phone] ~ )
FaX: [phone]
190 190
PROJECT INFORMATION
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185
N p N d~ N 0 ~ ~ ~ n i o ~ N ~ ~ DRAWING SCALE
M prj N N M ~rj ~rj r'1 Nj M ~ M ~ ~ ~ r~ ~ ~ O ON N ON N ON N N N ON N ON N ~ ~ ~ ~ ~ ~ i
N N N N N N N N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
21 +00 22+00 23+00 24+00 25+00 26+00 27+00
GRAPHIC SCALE DATE RELEASED
~ 0 16 ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-5m6
I

LI09Chlcayo Drive-'.quite 112
~f Fayelte~lle, NarEh Carolina 28306 ~
1 z Fax (9 o9 ~ 6-5777
~i License Number: C-2354
l'~
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~0 6 ~o~uTio~S, i~c
14 ~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
CQ ~ ,Q `0e ~ ~ Q• L5-la
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d ~ ~ ~ f: S . J
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J ~~J ~
d6J °x py ° ~ ~ sue' ~ ~ ~ 4 "o - - - z w N78°39'49"W 346.05' 0'L6+L~tl1S • • ' £'S8+8 ~tl1S
. • • ' ~ ~ FM ~ FM ON39 .9ti
~ x9~, sz. J s~. s s/ ° s ~ s ~x I, ~ • do °2/ h N ~ z~+~l J' x ~ 0 0 9 s b x 9 / 0 ~ 0 / S X '6 9 ~l 6' d~ - 0 d S 0 / 0 S _ ON38 b'Z9+Z£ ~tl1S . ~ FM - F L'6Z+££ ~tl1S _ _ _ ON38.9ti ON39.5~
~ 's.'b 's ~ ~ s ~i ~ d od 4~~. yc' .6 0 v'd p U1 , ~ m. c' ~s S ''9 b J `Y) d~ J -l- 6 ~ I ~ d)._L ~~b2117J w)')~ dJ 2 F c' 9 ~s -~dJ °~2d •.S ~S S S O~,yS ~ 6'tiZ+Z~ ~V1S
db 0 0 ON38 .9t A .9t ~ `+133+001'~`~u - ,y0
~ ,o ~ ?8+ °p J W - ~r
~ tiS ` WS ~.o . W8 W8 W8 W8 WB WB W8 ~ . ......................................................£~-14
Q' 9 F ~ 29+00 ~+00 31+00 32~ ~ • d M s - -
W ~ ~ ~ ~ ti FM - FM FM FM N ~ FM FM s ~ O ~ \
~ OAd 0060 „8 / +
/p \/0 ti J ~ ~ N M ~2 00 ~ S° ~ s~ /y 0 ~ v 3 X~ F x F~ J,l8W3SStl HU 3S
rS o2 v~jp wdv~°d S m~ Z \ ~0 ; a dol s ~ y~~ REVISIONS o
7 x `p2 )~J ~p J Rj G. °~2S ~ S~ S 99'£OZ ANI`' 0 8l-I~ 0
~ SS ~ ~ ~Sb~s J ~ = T - U OX Ty~S S~/ ova ~
. ti - ,2 ~ ~ ~ ~ s ~Q
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~ m ~ s. , , \ ~ ~ ~ d ~y FFT ~
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C~ dd d 0 ~ d b ~ ~ J ° d h, ~ a313W ~ Noutlslaal „l
. s ~ ~ 0 ;os d,~~/ 5 s ~ 0 ~ ~ .06 OZ , o d b 9 ~ ,z nNl 6'LS+b£ ~tlls
~ i a i° J UQ~'TJ j ~ / ~~8
R ADWAY PR FILE 27+ T + 5 55
215 215 PROJECT NAME
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N ~
N p ~ . o ~~n~ 0 ..p M f~
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o dN I ONOONO ~}NN~ ° ovo~- ~~M" AT HOPE MILLS Oi ISM r~NN r ~ MM~?O
o I I ~ 210 0 ~~p + N N N N F I~~ 1 1 21 0
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a I FINISHED GROUND EXISTING GROUN _ _ I 1 126.76 LF ®0.55% 18° RCP
205 ° ? ? _ - - 125.43 LF ®0.56% 18" RCP 205
- 42° MIN COVER " CP R 30 50% 0. PR FILE 0 ~`18" RCP
~~1 r____~_ ~ 141.19 LF ,,:-..,::24" RCP . ` " ` 27 T .
6" RCP 3 _ - 5 5 0. F 8L ~ STORM POND HIGH . ~ 162.2 15 RCP + 0 + 50 35 50
1I WATER ELEVATION ~ F ®0.52% 36" RCP 96.22 L 15" RCP
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_ ~ Wq~R 30" RCP
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_ ~ / UNDER ST RM ~ UNDI i - ~ N ~ UNDER STORM
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CENTERED UNDER STORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
116-A North Howe Street
r Southport, NC 28461
~ ~r ~ ar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m Phone: [phone] ~ )
} ~ rn + NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER > N ~ m+ ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 Faz: [phone]
~ F_. ~ ;
ao~n °x°a a ~
190 00 0D ~ 190
PROJECT INFORMATION
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DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185
01 ~ c0 00 ~ ~ ~ ~ O M ~ ~ CO N p n CO ~ ~ i o ~ ~ ~ ~ L. ~ DRAWING SCALE
~ ~ M ~ d d r ~ ~j r ~ ~ ~ i O p O p O p ON o O D O p O p O p O p O p N N N N N N N N N N " N ~ N ~ N " ° ~ ° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
28+00 29+00 30+00 31 +00 32+00 3; 33+00 34+00 35+00
GRAPHIC SCALE DATE RELEASED
~ o ~s 3o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-507
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
~ CRID NAD 89 X07) T
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~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
A° ,

WATER SERVICE ~
V NTH 1 ~
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zn oz ~ 0 ~ m ° w m ~ . / ~ f ~X 8X2 TS 8 LF ~ I N 8"(TOTAL) 124.46LF SDR 26 PVC 202LF DI m S. ~
oF0 _ C~ ~STA: 313.7 313.78 LF ~ 0.47% _ ~ ' "~1 ''X
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1~ I N J n ~ ° ° ~ ® ~ ° 45' BE W CE 20LF DI 20L p ~
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N : v ' o y ~ ~gS ~Z INV ~n 9 00 o cn ~UIL~IN TYPE ~ ~ N~°° ~ A~ ~ F~ ~
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R ADWAY PR FILE - + T 4+ 5 5
215 215 PROJECT NAME
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE ASTORIA
AT HOPE MILLS
_o 210 N 210 APARTMENTS
I=
°o ~ ~ n I - °0 0
N ~ O O O .O
O N ON ~ n~N ~ ENO ^ M ~ I - .........................................................................................................................................................................................................................p tOMM~m H U D# 053 35960
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=~~ZZ MN W7 ~VI~-- M HO Mpv~ 00 ~ ~ ~ O N ~ ~
IaQ> Z owc~_ ~ M d O 01 m ~ +NmNmmF
FINISHED GROUND n~~zzzzp
205 205 PROFILE o~~zzzzz
.......................EXISTING GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. ~ J ~ ~ .
STORM POND HIGH - - -0+50T04+50
WATER ELEVATION 42" MIN COVER 1
~ 29LF DI 43.11 LF ®0. 4 10 HDPE 15 11 LF ®....0.84% 15" RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
24" RCP
200 B" c9o : : 200
0 WATER LINE 313.78 LF TOTAL ®0.4'. l LF TOTAL ®0.47% 8" SDR 26 PVC & Dhc':`:
CLIENT
20LF DI........... CENTERED
20LF DI UNDER STORM
CENTERED SEE SHEI UNDER EWER FOR PRO ATLANTIC SEE SHEET C-5.5 FOR PROFILE CONTINUED
..........................GRAND N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .GRAND WAILER DRIVE STA MULTIFAMILY LLC.
14+03.9: LOOP ST. 14+03.93 =GRAND WAILEA ' LOOP STA 4+04.03
195 195
N D 35LF DI
z n CENTERED UNDER STORM
r~ m± z+ f/l 0' N F 0] N 116-A North Howe Street
Q Q ~ f~ a Southport, NC 28461
w~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: [phone]
Faz: [phone]
190 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 190
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 PROJECT INFORMATION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGNED BY: CHRIS
DRAWN BY: CHRISlSCOTT
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PROJECT NUMBER: 365
185 185
O N O~ O~ ~ O~ O M c0 ~ I „ ~ ~ $ DRAWING SCALE
d ~ ~ ~ ~ ~ r~ ~ ~ ~ d ~ r~ ~ i O° O° O° O° O° O° O° i N N N N N N N N N N N N N N i o~ o~ " N " N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+00 4+00
GRAPHIC SCALE DATE RELEASED
~ o ~s ~o so ~zo DECEMBER 15, 2010
( IN FEET) SHEET NUMBER
1 inch = 30 ft.
C-5m8
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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co 3 V/ A9 5 1F~RE USE SpR 1 ,,I
~ _ U/ i
STORM DI-16 -YI-21
- + + T RM DRAIN - + T 1+ 5 T RM DRAIN T 1 5 STORM DRAIN -0+50 T01+00
220 220 220 220 220 220 PROJECT NAME
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE ASTORIA
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AT HOPE MILLS
215 215 215 215 215 215 APARTMENTS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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~~M ~NI N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . I I o I
O p } p O p O O
0 ~00~ O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Odd O~d ...........................................................................................................................................NN_.......................................................................................................................................................................................................... •hd~N ~~N O I I ~ M ONNN~ WpN O ~.>.N
210 p+WZZ°- 210 210 °MO°~ o ~ 210 210 210 PROFILE
N ~--0 ~p W~ p~~~N O I ~QQO OOOON Opp ~~N N ~ I ............................................................................................................................0........ i N Q.........................................................................................p,....................................................................................................
OI~C9ZZZ ONNN fDOM,................................................................. Y(nC9? + ~ NON
MO~~Z° ~N H .......................FINISHED GROUND...................................................................................................................................................................... I oW~ °v~ ~ STORM DRAINS po
~NC9ZZZ N HO IF~Z OM~O~ O O m
.F .rN_c~_- ~N~Sti pN~N~ ~r~ + H................................................................... N ~0,.................................................................................................... ~O~ZZ~ SON
12" HDPE f~ G N I aW~
..........................29.90 LF ®0.67% p~NO pNpZZZ N ~O
205 FINISHED GROUND > N 205
205 205 205 205 26 LF ®0.64% 12" HDPE 62.
=EXISTING GROUND- CLIENT
EXISTING GROU
ND ......:...:.:...:...EXISTING GROUND......................................... .....STORM POND HIGH WATER ELEVATION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ATLANTIC
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
MULTIFAMILY, LLC. 48.24 LF ®0.83% 15° HDPE
200 200 200 200 200 8" DI WATER 200
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116-A North Howe Street
Southport, NC 28461
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: [phone]
FaX: [phone]
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
195 195 195 195 195 ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 195
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT INFORMATION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGNED BY: CHRIS
DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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PROJECT NUMBER: 365
190 190 190 190 190 190
p M DRAWING SCALE
o° N N N N N N
° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 0+00 1+00 0+00 1+DO
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
o 15 30 so 120 SHEET NUMBER 30
( IN FEET ) C-5m9 1 inch = 30 ft.
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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RIM 2° 1991 1 `M ~ ~ r p1,4 IQ 1 1N 9 ~ 3dOH„Ol SD ~i N01~yp1~'NI nl :I ~ Z . I~ ~ ~ , ~ \a8 3dpH40
1NN ON X99' ~ _ ~ ~ S ~P ~ ~ OAF pl ON ~ f l
r ="~N 2~EREDG ~ I o I. NW) 0g'~Z~611101 /INI ~ ~ Z ,U
. SO ~ " , ~ ~ ~ CEN 05SIN~ 1~C cR i .56 ~ -=~1 P u _ ti0Z 1 LF ®0.60% 8" SDR 26 PVC to I OO+p b la \ ~ y ~y s,~ S r 3d4N of ~ REVISIONS
0 6 66.48 LF ®0.60% 8" m ~ 1S ~ ~ • ~I'HW
~ 1 U1 x S .='P~ 1~ X11 m U , 'R.- 1 m I ~ ° W ~q~ ~ ,SSS~Z ~ ~ ~ ~OIIS 3d1~
2 D ~ ~ ~ 2 ~ ~a~ w ,w
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1 4. ~ ~ 1 `N~. cIP..2o ~o U ~ / ~o oo. ~ yl (~IHNW~ OZ61 1(l0 ANI ~ Y~~ pti'ypZ 'ANI'
~ ~ ~ 0 s a ~ a dOlj s6•£ Zlwal _ ~ s11Nn z~ pb~+9 pp, ~
~ M ~5 1 x 'R2 E S ~o v ~i SO v1G o . ~ ' 2 ER ~?k • ~ ati•9g+
w 2 F S ~ ~ ZER WM WP 1h ~ ~ 7 ` _ , ~ Nlgll ~ 9 ~
r
STORM PO-46 - DI-45
T RM DRAIN - + T + 5 STORM DRAIN -0+50 TO 3+00
215 215 215 215 PROJECT NAME
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THE A T RIA SO
AT HOPE MILLS
210 210 210 210 APARTMENTS
~ I n
. S ma ~ ~ ~ ° Io o "n o 0
n ~m~m °~'~n ~ ~
N N o n nro I a om~ N~ rn i H U D# 053 35960
+N~7 dNO~ ° m ~O rnOwzp ° o I a ~ ao±wZ° o ° o ~o Ia
I~~» ~ ¢-o no° °v D(n C.9ZZ Q 00 °Nvt~O 0 ..gyp N ~
mN(~7?? NMN °n(~p0i O n° N m ~N~ O°~~ r` ~ Oi
n~`1~p +N~~ O~~ N~~
FINISHED 205 205 ~ ° o 205 GROUND ~ ~ a oNC~? I ~zo 205 PROFILES
~NC9ZZ I . EX ~z z FINISHED GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- - - - - - - STING GROUND EXISTING GROUND STORM DRAINS
STORM POND HIGH ~ ~ - - _
WATER ELEVATION STORM POND HIGH WATER ELEVATION

18" RCP
99.05 LF ®1.26% 212.35 LF
" p C R 8 1 % 6 2 1. 200 200 200 ®1.359' 24' R CP 2°°
F L 5 8 7. 7 p ' C R
8 1 ® 1.27% 60.67 LF CLIENT
8"DIW ~.....6" DI WATER ~
. . ; 4.' DI SERVICE , .
PO-57 PO-46 ATLANTIC 2+12.35
0+10 INV 197.00....... INV 196.80
M LTIFAMILY LL . U C
195 195 195 195
116-A North Howe Street
Southport, NC 28461
Phone: [phone] ~ )
Faz: [phone]
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 190
190 190 190 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 PROJECT INFORMATION
DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185 185 185
~ n ~ N7 ~ N ~ Of ~ N ~ N m 00 00 ~ n n N ~ N M ~ ~ ~ N DRAWING SCALE
O ~ O ~ O 0 O D O 0 O ~ N N N N N N N N N N N N M ~ N ~ N ~ ~ ~ HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+00 3+00 0+00 1+00 2+00 3±00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 10
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
~~~DN~~~~~~~~ ~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
_ i~ ~r ~ 0~ /
s ° ~ ~~F 5G~ ~G GQ l <p~R 9~' N R 2 GE ( ~ 2 s 2 Aga 6 63 O h
1. ~ s0 N1 Yi k22' R1t~ 1N ~9 ~ ~ 2 sER P ~ 6 yo \ N 60 n~ G~ \
p ~ 5p s^ '(ER „ p G~0.2o°~.90 ~ J OV ,~g1 ~ ~P roe: oo. ~ ~N .12' ~ ~ 1~ rt ~ 2
1 O ry ZN' Z
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'~1u ~p0~ ~ t m ,gym m .FOR ~P~ ~2g + - -I
S~pE ~l . U ~g~ n ~ o , ~ ~ ` ~ ~ _ REVISIONS
Qd ~ • A w ~ , ak s ,i ^ e.n ~ ~ -o ~
~L
\ J v\ x S 0 } - n 3 xM l z l~
~R051 RB 8 1 ~ ~ ,p kg8 Op m. m ~ , \ 2 2~ 3 R~ ~ ' A ao H
cPR del ~ ~ ~ } ~ ~
9 / ~ ~ . s kp1 • p' , .~0 6 ~ ~ ~ . ~ _ ~
.,o r ~ , Ul p ~ N~ ~d E~ 2 T ~ 6. 5 N
45 k1 ~ ~ ~ u .,o ~ ~ ~ P ~ . ~ P. m ..,.e ~ ~ z _ ~ ~o
~a. 2 _ U s ~iQ,p ~ , 3 ~t ~l ~cc r _ g N~ ph, . ~ . . T.~ ~ , A ,I I
T RM DRAIN - + T 4+ 5 5 STORM DI-7 - JB-34
215 215 STORM DRAIN -0+50 T01+50
220 220 PROJECT NAME
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
210 0 210
m N N M THE A T RIA SO
~ ^ M ~ I O O Iv o m~
O N m O v Op nM O .}.O O I~ O N O~O~ AT HOPE MILLS
OMQ ONO O ~p O ONO f~~~m OWN N~~p O~p~ ~~ON ~p~~ 215 215 APARTMENTS
OOH OOON ~r~00 N~ONH }N~~
OOO~Op }NNE OOpN ~NNZ OO ~~~?O N mO WZ NNE M Q
rcnC9Z I F~» ~N~?o mN~zz }N~zz
F~N1sHE r ~ Z ? . H U D# 053 35960
205 D GROAN 205 D
60.51 LF ®0.83% 10" HDP EXISTING GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
E
149 92 LF ® STORM POND HIGH 0.60% 10" HDPE WATER ELEVATION 210 210 PROFILES
M i I °
80,67 LF ®0.997,
12 HDPE a ov ~ M STORM DRAINS
200 200 ~Mr~iL`~n I ° ovoi I o I l l l m o jai ~ m 0] 0] ~ . 01 O1 nj
43.66 LF ®1.157 12" HDPE 8" SEWER m ~ m O ~ ~.~_..~_.N M m O
. ONO~~~ dOOZO NOO ~ N O N Ln ~ M N_ O p MdOOi Oi~ ¢ mMN
9A~ ~ (F +~010Wm m~~ZZ }N ~ ~N~'-- ~
6? O~ZZZZ~ O~~~p 205 i i'~~> 205
3y 7„ ° ~ ? ? ? ? EXISTING GROUND N o?
yip . F - ' ~ CLIENT
- - - - - - ~ FINISHED GROUND
STORM POND HIGH
195 195 i WATER ELEVATION ATLANTIC
89.33 LF ®0.67% 24" RCP
PO-10 . , M LTIFAMIL LL
INV 193.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . U C
200 200
38.10 LF ®O.66x 24" RCP 116-A North Howe Street
190 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 190 Southport, NC 28461
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 8" DI WATER Phone: [phone] ~ )
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FaX: [phone]
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 195 195
PROJECT INFORMATION
DE I NED BY: CHRIS SG
185 185 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER DRAWN BY: CHRISlSCOTT
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 CHECKED BY: SCOTT
N~ ~ O (0 ~ I~ ~ N N d O N~ N O N~ r~ ~ O ~ O N O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O ~ O ~ O ~ O ~ O ~ O ~ O ~ O ~ O ~ N N N N N N N N N N N N N N N N N N PROJECT NUMBER: 365
190 190
0+00 1+00 2+00 3+00 4+00 o ~ N ° ~ DRAWING SCALE

° ~ ° ~ ° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5ml 1
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NaHh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
t ~ ~ ~ p~ ~ w ~ /

~ . ~ ow ~
N ~ ~y~ (F~~ ti ~ ~ ~ 3° 2
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ti~ ~ Q TOpO ~ ` I ~~0 v ~N~ ~?~x~3 I ~ n~ D ~ 79 A 0 / .`'~ao~o .p •,N~
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pSS FO ~ 0 ~ i ~ i t p ti~s°~' ~ ~ ~ mss •
N
~ ~ o ~ ~ ~ Jj 0~. 3
~ N ~ ~ ~ ~ ~ iN°p 3x _....w.. ~ SQ F,~ c9 ~ x . a ~
lr ~ ~ \ y
~ N 4 ~ _ ~ F• .y a I '
~ ~ r. _ o
STORM DI-12 - YI-11
T RM DRAIN - + T + 5 STORM DRAIN -0+50 TO 2+50
215 215 220 220 PROJECT NAME
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THE A T RIA SO
AT HOPE MILLS
210 210 215 215 APARTMENTS
N
rl ~ o Io ~I_
0 O ~N O ~ O } O N }
~NMjM~ M O ~ I ~ I m N~01 O ~ O v................................................................................................................................. i ~ H U D# 053-35960 ~o~ o
00 0mm~+ N~m 00m~?O D v~ H O " `~'N ~O 7 000N- ~Qi 01 d• O ~ OWN ~OOO ~ "N O'n0
O~ON~~ pp N?O ONNH Q OCOON~d Q + O +NN~ ANON c00N N~WZO ~m~p ~ONF
'Md OOi Oi~ m~~ZZ NO~?O .................................................................~N~--.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... +Nm~01W~ ~~ZZ N TWO
0~+1ZZZZ~ OHO-- ~~(7?? +WN~ ~H2~ ~~~?o rLnc~? 210
205 I ~ > > > > 205 210 s~,~ZZZZZ
ti _ PROFILES FINISHED GROUND > N c~? ?
- EXISTING GROUND ~ y~0
~ ~ STORM DRAINS
STORM POND HIGH o~ WATER ELEVATION 2a ® 1.11 12" HDPE
82.93 LF
123.11 LF ~ 0.53% 15 R
200 200 205 ` ~ - EXISTING GROUND _ 205
56.37 LF ®0.60 = 48" RCP 73.96 LF ®0.6
1% 48" RCP 65 .26LF® O 8" DI WATER CLIENT
0.5 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ATLANTIC
M LTIFAMILY LL . U C
195 195 200 200
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PO-42 _ 116-A North Howe Street
1+95.43 INV 193.68 Southport, NC 28461
Phone: [phone] ~ )
Faz: [phone]
190 190 195 195
PROJECT INFORMATION
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185 190 190
~ O ~ M ~ O ~ ~ M ~ ~ m ~ ~ ~ ~ " ~ DRAWING SCALE
M ~ ~ ~ ~ O p O p O p O O O m O ~ o~ o~ o~ o~
" ° " ° " ° " ° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+00 0+00 0+00 1+00 2+00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 12
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
~ n 5I E T
o~~~ ~o~uTio~S, i~c ~S ~ ENGWEEWNG ~ SURVEYING ~ C~Pb ~ CONSTRUCTION LAYOUT
~ T ~ ~ ~ ~ 4`~
~ I ~ ~ ~ W ~ ~ ti
~ ~ 2
~ d s. s oZ. 1 S. 11 o8soz. ~ti H
~ ~ xF ap ~ 1 ~l. $9 ~b~ ~ o~•~ tiny pss ~i9.
0 . 8 1 1 i / 00 ~sss! ~p \
~ ~ Z~. BS N~ 1ti i~ S 0 ~ A~
y ~ ~ ' 9. 1S ~ J` ti • OIS,
1 ,oS ~ ~ ~ ~ s ass ~ i ' Nay ~ . 2`~9 s
sbsaos~~ b~~i • ~ 2~ .~`~x 0 2 os Z exF~•apNi
S ~ ti d ~C 0~ 0~
~ Z i ~ r
• ~~w~,5 SS 1 i \ - . ~0
~ S 0 y9% f F Oap~ 1 dp ~ rn ~O F CT ~
~`1' REVISIONS \
5 186' ~ ° 20 O \ t~ ~ ,n • ~ ~ ti { . s~

~ Q.,~ .
~ 9 ~
r' ~ ~ y .
~ n ~ ~ F s•~.o o ~ ~ ~
3 N 9FOZa~ ~ ~ ~ Z ~ " ~ ~
- O
~ ~ ~ °o
~ ~ ~ ~ ~ ~ -27 STORM DI-14 - DI-57
T RM DRAIN - + T 2+ T RM DRAIN - + T 1+ 5 5 5 5 1 +50 STORM DRAIN -0+50 T01 +00
220 220 220 220 220 220 PROJECT NAME
THE A T RIA SO
AT HOPE MILLS
215 215 215 215 215 215 APARTMENTS
H U D# 053 35960
N MI~~ ~
p I o 0 0}0"
o o ~nooo~ p NOON
N OOOOON
210 N 210 210 o 210 210 +NNNN~ 210 PROFILES ~oWZZZo
N 0 ~ r ~ r ~ N N O I o I N N7 ~ ~ N_ O
o I l l o O I o N ~ ONM 0 0}}" o t o ~~O O o}}„ o~~????. STORM DRAINS
0 vvUl O NON O ~`i~ O~OIp ON O "0 rN~ Oi+NjO~ON ~
O Ml ~ m 0 a0 + O O ~ N Oi ~~0~~ 00~~ ~~~0 ~~0~~ O ~ 00000 r O N 00000 O o s ~2
ONNNN •~~N I QQ> ONNNN H............................................................. m H............................................................................................................................................................................................. + 00 H~Z + 0 O ~O~ZZZ~ +NNj YV1 C9- ~OFZZZO c0~~ 0 0 ~~~ti~................................................................................................................................................................................. Qo
I N°~z° FINIS I ~oN NON
-o cn z z z z I~ yED GROU o N ° z z z z O N E rcnc~zz Np n±Wo ONE EXISTING GROUND + ~ -
205 205 205 N ~ ~~~o -N~~> 205 205 205
F~NISy } ~ } ~ 62.10 LF ®0.48% 24" RCP
" 15" HDPE r e0 GRp EXISTING GROUND _ _ _ _ _ _ - ~122.7j LF ®1.06% - - CLIENT
, E... P " D H 5 ND 1 U 0
G ® 0.6 TIN F IS ....::.49.70 L ; STORM POND HIGH .EX STORM WATER ELEVATION WATER STORM POND HIGH ~ ;,:;.::::;:STORM POND HIGH WATER ELEVATION ?S::WATER ELEVATION
9% 15" HDPE 0.5 F L 6 101.2
ATLANTIC
U
M LTIFAMILY LL . 8 DI WATER ~ ~
200 8° SEWER 200 200 200 200 FM 200
8" SEWER 8" DI WATER
8" SEWER 116-A North Howe Street
Southport, NC 28461
Phone: [phone] ~ )
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 ER Faz: [phone] ASTM C 443
195 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 195 195 195 195 195
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 PROJECT INFORMATION
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443
DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT
PROJECT NUMBER: 365
190 190 190 190 190 190
(0 M c0 p m ~ m ~ c0 M c0 ~ 07 o N ~ DRAWING SCALE
~ ~ ~ ~ ~ ~ ~ ~ N7 ~ N7 ~ M M O O p O 0 O 0 O O O p O O N N N N N N N N N N N N N N " N ~ N " N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 0+00 1+00 1+00 0+00 1+00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 13
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
AT CA7D NID 88 (A9 T
Rs ~orJ ~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
~ Cg(D NAp 8$ gp07)
2~0 ~ ?k N ~ ~ ~ ~o ~ ~ ~ ~
o w Q r. Q ~ ~~Q w Q\
~ ~ ~
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~<,tir , ~ ~ ~ a ~ ti ~ ~ ~ ~ A
~ ~ ~ ~ s - J' a~ ' ~ ~ ~ U N
pj ZZ 2 S a° ~ i N~;~ +a~ ~ ~ m
h~ ~ ~ ~noo W ~ . W'^ ONON ~N 0a ry ~ O¢ ~ ~y IW ~ Z ~ ~2 ~ I i ~ DD
Mryp" rn 2 o d~ I r w i I N= ~ ~ GS ~ d V W~ ~A W fn
~p vn yvd ~ F ~ 0A GCS w ~ W3 m~
~ ~ SS ~ ~ i G~~ GS ~ ~ 1., J ~ z I ' ; J
u ON h~ ® ~ ~ :u ~
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ss o p\ a R 0 ,5p
000 = ~ z
~ ~ ~ ~ ~J ~ ~ m REVISIONS W ~ V \
~ o ASS a°v°' ~ i N~~ 0..... rn ~ rn^. \ o 5 W.-
2a• oho^h ~ Q o ~ 2Q N2J ~ +
~ O 2 \ N ~ ~~~Z,l. ~ ~7 M
• cb I . 2 J ~ g Pip P~'( 0 1N ~ ~,~R ~ Q
• 3W~ ~ O 3Sb3 ~3 ~
SS ~ ~b ~
' - 0 SS 0 •0~~2~9 ~ o z ~ ~ ~~I A
' ~ 208.53 kh.'Stik ~ LF ®0.48q 8" 5~P' y ' oWw ` '/y
~ . SDR 2E n _ _ y\ m \
STORM DI-14 -YI-17
T RM DRAIN - + T 2+ T RM DRAIN - + T 2+ 5 5 5 STORM DRAIN -0+50 T01+50
215 215 220 220 220 220 PROJECT NAME
THE A T RIA SO
AT HOPE MILLS
210 210 215 215 215 215 APARTMENTS
m~ ~1 Io
.....................................................................................................................................................................................................p , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0" ao o "o o la H U D# 053 35960
oo° O o" pc000 0 "1p Mn~~
OOOO OOI~Oi ONN~ N~ ,m ° I I I o ° o}o"
m + n _ o ~ _ ° W rn o O FZO 00 NSF O o ° r
`tQQ» oW ~ ~N I rn ~ ON(7?? dQa?U O ~ ~ O O 01 °NOON~ °f~MMN~
205 I 205 210 0 ~~p p >v p ONL9?? OUND aDNOON O "n ~N O .o ° ~ 210 210 +°°°N~ ~ ~ 210 PROFILES .N O ° ~O~ZZZ° p °
N15HE0 GR ~ o 01 0$ ~ ~ I o 1 ° F N~ ~ cva N I v............................................ ~ O ~ . I N Q Q - O (0 I » » mM v ENO o~°????~ STORM DRAINS
t0000N N --0. N
STORM POND HIGH _ °"~~??o ~ oooz°\ J ooN m EXISTING GROUND ~ Q Q N N- o ~ ~o ~ o o+ N t~O NF I 1I ~\fs~ +NH
WATER ELEVATION I ~ > > 1 ~ Q > > Q• ~N N ° O(A UZ ZZ UN~ZZ I O' 000 Q Q I Q HK I / - F z _~cc ~ i }~c~_
87.5 \ O MNNF /}N LF ~ + RCP \ ti~ ~ ~ o ~ ® 0.57% 24 J ~ ~ z N rLnc~_ ~ / o ~ yF o.......................................................................................................................................................................................... .5 .
: ` ~ I ~ \ I ~ v > / ~ cRp~N \G~o
»•Op F \ ? _
I l F N I S H v ® E D I G R f 0 •S U 8 9 N D 3 " 8 °2" 200 200 205 3219%12 205 205 205
5• 4 3 2 1 R " C P % 9 1 2• i E
PD H ~ HPDE 93.96 LF ®0.64% 10 HDPE CLIENT
" PDE H 2 1 51 0. 8" DI WATER LF 8 .4 8 9
......STORM POND HIGH WATER ELEVATION STORM POND HIGH WATER ELEVATION
PO-43 8" SEWER 2+04.50 ATLANTIC
INV 196.50
32.50 LF ®0.77% 15" RCP M LTIFAMILY LL . U C
195 195 200 a" DI WATER 200 200 200
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 116-A North Howe Street
Southport, NC 28461
Phone: [phone] ~ )
Faz: [phone]
190 190 195 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 195 195 195
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 C 443 PROJECT INFORMATION
DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT
PROJECT NUMBER: 365
185 185 190 190 190 190
r~ ° r~ O M n O~ O~ r r ro° r O t0 M N O N ~ N 00 „ ~ o N N ~ DRAWING SCALE
M M r'7 M M ~ ~ ~ ~ a0 O In n In d In ~ ~ O O O O O O O O O O N O O O O O O O N N N N N N N N " N ~ N ~ N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 14
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
T
~o~uTio~S, i~c
~ENGWEEWNG SURVEYING ~GPb CONSTRUCTION LAYOUT
~ ~.J ~ ~ 1 ~ ~ 3 1 ~ '
J .

s ~ , u ~ ~y ° 1 1 ~ o w~ ~ Q N
1 ~y ~ ~QF + ~ t
~j l ,.-1 ~ ~ w
~ ~ ~ >y 1
_ t' ~ 1
0 ~ 0~' ' ~ ~ ~ ~ u S I 1 ~
~ 1 oy ~
oQ g5 F ~ .~9
0, ~ pi j P Q ,r - or~~~~
_
1 , /~0 .r iR s " w. ~1
5Q~~, 0\
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REVISIONS
y~ ~ FO Q ~p~ ~ 0 p~ . 0 0~ -
0 P -
- ~ OF,~ 055 SAP. ~ Q G~ ~ G o
9 ~ o y ~ ~J / ~ 1r W y ~ ~ ~ ~
5~ 0 ~ 1~ 5~~~ 5
G~~ 0 ~ _ ~ ~ p
P ~ ~ ~a
T RM DRAIN - + T + 5
215 215 PROJECT NAME
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THE ASTORIA
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AT HOPE MILLS
210 210
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H U D# 053-35960
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205 FINI 205 PROFILES
SHED GROUND
-------EXISTING GRO UND ..........................STORM POND HIGH STORM DRAINS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WATER ELEVATION ~
m ~N ~O
o ~ m a ~
a ~i o
200 00 00 o~ 200 ao
m o ~ m, +5 CLIENT ENO
~ 8" WATER j' ~noo of I OHS
i o~> dN?
aN?
ATLANTIC
278.61 LF ®0.00% 24" RCP
MULTIFAMILY, LLC.
195 195
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Southport, NC 28461
Phone: [phone]
Faz: [phone]
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190 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 190
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT INFORMATION
DESIGNED BY: CHRIS
DRAWN BY: CHRISlSCOTT
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CHECKED BY: SCOTT
PROJECT NUMBER: 365
185 185
~p O ~p DJ ~ ~ ~p O ~ ~ ~ N O O) ~ N DRAWING SCALE
O m O p O p O p O p O p N N N N N N N N N N N
° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 3+00
DATE RELEASED
DECEMBER 15, 2010
GRAPHIC SCALE
30 o 15 30 so 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 15
I

LI09Chlcayo Drive-'.quite 112
FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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00 6 ~ op OUT 068 V' I ~ ~ z0O (M h ~ ~ 1 ~ f
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r0p' °~a (eolN 1) r ~ SANG N o S SEWER RAM 3~6 Wt,.2po42o 4 ) ~ J ~ o EASEME 1Nt' ?04 604 o ~ o ~ < ° o t, v ~ O N N ° ~ REVISIONS I f~ I NNm ~ ~ NX ~ O W
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zp s op. o~. _ g q• 3 rS S2 3 i s 4~I ~ 01 6g N(,. 04, os `(J ~ 96 ~ `S ~ . 2pz zp _ ~Nr ~ . p 6 N 1 ~
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ANITARY EWER - + T + 5
215 215 PROJECT NAME
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j - ~ ~ _ _ 5DR 26 PVC (202LF DUCTILE IRON
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PO-42 I INV:193.68
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z+ w m~ - 116-A North Howe Street
~n r Southport, NC 28461
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FaX: [phone]
190 190
PROJECT INFORMATION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185
c0 ~ c0 ~ I~ ~ 07 t7 r ~ r ~ m ~ 07 M N ~ o~ M ~ ~ ~ N K7 N prj ~ prj ~ prj ~ prj ~ K7 ~ M ~ ~ ~ ~ ~ ~ M o N M N ~ ~ DRAWING SCALE
O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N
° ~ ° ~ ° ~ ° ~ ° HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1 +00 2+00 3+00 4+00 5+00 5+00 6+00 7+00 8+00
DATE RELEASED
DECEMBER 15, 2010
rtRAP~TTt". ~f:AT,F
30 0 15 30 60 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 16
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FayelteJ~lle, NarEh Carolina 28306 ~
Fax(9o9~ ~ 777
License Number: C-2354
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- - FORCE MAI N
ANITARY EWER - + T 2+ 5 SANITARY SEWER -0+50 TO 2+50
215 215 215 215 PROJECT NAME
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THE A T RIA SO
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205 205 205 205 PROFILES
............................FIN FINISHED GROUND
(SHED GROUND
EXISTING GROUND ~ _ = EXISTING GROUND SANITARY SEWER
42" MIN COVER
_ 8" C900 PVC FORCE MAIN
200 200 200 - 200
8" WATER CLIENT
66.48 LF ®0.60% " 8 SDR 26 PVC I~
8 4.99 LF ® 1.41% g" 0
SDR 26 PVC Z+ Q W± m~
m° z~ z~ ATLANTIC mp mF
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MULTIFAMILY LLC.
195 195 195 195
101.69 LF ®0.60 S" SDR 26 PVC
116-A North Howe Street
SDR 26 PVC Southport, NC 28461 a" ~x .s 0
50.43 U F L 3 4 5 0. Phone: [phone] ~ )
FaX: [phone]
190 190 190 190
PROJECT INFORMATION
DE I NED BY: CHRIS SG
DRAWN BY: CHRISlSCOTT
CHECKED BY: SCOTT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROJECT NUMBER: 365
185 185 185 185
N N N N N~ O N OJ ~p ~ N ~ DRAWING SCALE
O~ O~ O~ O~ O p N~ N~ N~ N~ N N cV O O O ~ O ~ O
N N N N N N N HORIZONTAL:1"=30'
VERTICAL:1 "=3'
0+00 1+00 2+00 0+00 OD 1+00 2+00
DATE RELEASED
DECEMBER 15, 2010
rtRAP~TTt". ~f:AT,F
30 0 15 30 60 120 SHEET NUMBER
( IN FEET )
1 inch = 30 ft. C-5m 17
I

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210
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DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
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409 Chicago Drive - `)uife 112
Fayeffeville, NorEh Carolina 28506
Fax: [phone]T/ 7 \��\\ ::::..:s:
License Number: C-2554 \�
T
,5oLUTION�,INC
AENq NEE2IN'' �.hu2VEYING A GP.h A CON.hTRUCTION LAYOUT h
REVISIONS
215
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
�'� APARTMENTS
HUD# 053.35960
205 PROFILE
SANITARY SEWER
TA + T +
S 0 00 0 6 50
200
CLIENT
195
190
185
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
ATLANTIC
M LTIFAMILY LL .
U C
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DEI NED BY:
SG
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
120 DECEMBER 15, 2010
SHEET NUMBER
■

N/F
ELM ST JOSEPH P. RIDDLE, III
409 Chicago Drive - `)uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
_ Z DB 5863, PG 681 Fax: [phone]T/ ��N,
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FFE zon DETAIL aN C-7.5 A�/
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1° EIP W/ MAG NAIL ;t I �6p• A
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RYDER TRUCK RENTAL, INC. CAROLACE
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COMPANY
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W WORLD MINISTRIES, INC.
=�T DB 6562, PG 267 0) 116-A North Howe Street
PB 122, PG 20 � ,
— 1 SouthportNC 28461
o 00 Phone: [phone]
�1 1 U) Do Fax: [phone]
i BOTANICAL NAME COMMON NAME QTY. ROOT SIZE HT. REMARKS
QUERCUS PHELLOS WILLOW OAK 72 B&B 2" CAL. SPECIMEN
1
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1
1
1 1
1 1
LANDSCAPING NOTES:
_j 1
SCOTT
1 1 1 NOTE: ANY OF THE ABOVE PLANTINGS MAY BE REPLACED PROVIDED THEY MEET THE REQUIREMENTS
IN THE CUMBERLAND COUNTY ZONING ORDINANCE SEC. 1101 AND ARE APPROVED BY THE COUNTY.
N/F
1
�
1
1
1 1
1 1
LANDSCAPING NOTES:
HAROLD KIDD AND WIFE,
SCOTT
PROJECT NUMBER:
385
MARIAN KIDD
1
1. TREE PROTECTION FENCING SHALL BE 4' ORANGE POLYETHYLENE
DB 4879, PG 667
PB 97, PG 30
1
1 1
ON STEEL POSTS WITH MAXIMUM SPACING 6' O.C.
LAGERSTROEMIA INDICA "POTOMAC"
CRAPE MYRTLE
2
B&B
8'
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STAND
1 1 1 NOTE: ANY OF THE ABOVE PLANTINGS MAY BE REPLACED PROVIDED THEY MEET THE REQUIREMENTS
IN THE CUMBERLAND COUNTY ZONING ORDINANCE SEC. 1101 AND ARE APPROVED BY THE COUNTY.
N/F
1
�
1
1
1 1
1 1
LANDSCAPING NOTES:
HAROLD KIDD AND WIFE,
SCOTT
PROJECT NUMBER:
385
MARIAN KIDD
1
1. TREE PROTECTION FENCING SHALL BE 4' ORANGE POLYETHYLENE
DB 4879, PG 667
PB 97, PG 30
1
1 1
ON STEEL POSTS WITH MAXIMUM SPACING 6' O.C.
1
I 4D COTTON BSPINDLE #1
2. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENT!
1 I 1 N: 455,741.032'
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STAND
E: 2,026,504.528'
FOR NURSERY STOCK.
1
ELEV: 213.04'
1
1 NC GRID NAD 83
1 (NSRS 2007)
1
NAVD 88
1
5/8"
1Amok,1
EI R
1/2"
ERB
N78'43'43'W
102.14'
SR 1344 (BLACK & DECKER ROAD)
i
R/W VARIES — PUBLIC STREET
LANDSCAPING DATA:
TOTAL PROPERTY LENGTH ALONG R/W = 38 LF
(EXCLUDING ACCESS DRIVE)
TOTAL VEHICLE PARKING AREA = 480 OPEN SPACES
PARKING AREA REQUIREMENTS: 24 LARGE OR 48 SMALL TREES
REQUIRED TREE TOTALS FOR PARKING AREA AND STREETSCAPE:
LARGE SHADE TREES = 24
SMALL ORNAMENTAL TREES = 2
TOTAL TREES PROPOSED = 26 60
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = 60 ft.
240
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
HORIZONTAL: 1"=60'
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-60

GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
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TO BE PLANTED PER THE
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409 Chicago Drive - 5uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
S0LUTION,5,INC
A ENG'I NL L P- NG' A .hu2VEYI NG A GP.h A CON-')TRucTI IN LAYOUT h
REVISIONS
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PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
LANDSCAPE
PLAN
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
HORIZONTAL: 1"=30'
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-6.2

CURB AND GUTTER TO BE POURED IN 10' SECTIONS
WITH EXPANSION JOINTS EVERY 50'
EXPANSION JOINTS EVERY 90' FOR MACHINE PLACED
9 3/4"
G;citi_
M
N
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24"
1 24" SPILL TYPE ROLL CURB
8RADIUS �{ 1/8
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'
" TO 1/4"
4. x
4"
to
1/2" JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
NOTE:
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
5 SIDEWALK WITH CURB
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
PROJECT NUMBER:
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
CONCRETE
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES
ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
CALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
NTS
NTS
CURB AND GUTTER TO BE POURED IN 10' SECTIONS
WITH EXPANSION JOINTS EVERY 50'
EXPANSION JOINTS EVERY 90' FOR MACHINE PLACED
11 3/8"
=� (END OF CURVE)
04
-�'
\ ^ �\
4 3000 PSI ' �r
° CONCRETE.,.
11 7/8"
(LOW POINT IN CURVE)
24"
2 24" STANDARD ROLL CURB (CARRY)
1/8" RADIUS �{ 1/8"
/-----�JOINT SEALER
"" u 1/8TO 1/4
4"
4"
1/2" JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
I 5' I
NOTE:
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
CONCRETE WALK
NTS
NTS
ACCESSIBLE ROUTE
© © © © (SEE NOTE 3)
8" 8" 8" 8' 5" 8"
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
9 HANDICAP SIGNAGE AND PAVEMENT MARKINGS
ROAD WIDENING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA
HIGHWAY MANUAL AND NCDOT STANDARD DRAWING 1205.04 AND
1205.05.
2. CONTRACTOR SHALL COORDINATE ALL ROAD WIDENING AND
PAVEMENT MARKINGS WITH THE NCDOT DISTRICT OFFICE PRIOR TO
CONSTRUCTION. CONTACT INFORMATION: BILL HAMMOND (910)
486-1496.
3. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL
DURING THE ROAD WIDENING OPERATIONS.
4. CONTRACTOR SHALL NOTIFIY ALL PROPERTY OWNERS THAT ARE
AFFECTED BY THE ROAD WIDENING INCLUDING BUT NOT LIMITED TO
DRIVEWAY REPAIR.
5. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL STRUCTURES
AND UTILITIES AFFECTED BY THE WIDENING.
12 PAVEMENT WIDENING SECTION
EXISTING
ASPHALT
NTS
C
COO
CO
JOINT
13
O
I
N
0' 'Xr
o
I
M
6" 6" 6"
6" BOLLARD
NTS
FILL POST WITH
CONCRETE.
4" REFLECTORIZED ORANGE
PAINT STRIPES SPACED 12" O.C.
6" DIA. STEEL PIPE
PAINTED BRONZE.
FINISHED GRADE OR
ASPHALT AS REQUIRED.
3,000 PSI. CONCRETE BASE
NTS
COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
3 LIGHT DUTY PAVEMENT
N
00
COMPACTED
C
NTS
EXPANSION JOINTS SHALL BE
20 FEET +/- O.C.
CONTROL JOINTS EVERY 10 FEET
4,000 PSI CONCRETE SLAB
V6x6 W14xW14 WWM.
(O
- q
N * A
4" STONE BASE
NTS
7 CONCRETE DRIVE PAVEMENT SECTION
8" RADIUS
1
/ ----�� \ \ JOINT SEALER
k .
1/8' TO 1/4"
4„ a.' m,
4"
1/2" JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
7'
5" THICK CONC. SPHALT
SIDEWALK
. 0 3-1/2"
............... : ............. .; ; ........
4 6„
NOTE: 8„
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS. NTS
10 TURN DOWN SIDEWALK
TCM LINED EQUALIZER DITCH
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE DITCH.
14'
EXISTING
NORTH AMERICAN GREEN S75 OR GROUND
EQUAL TURF CONTROL MATTING
1 2 3'
2 1
2
CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA
COMPACTED2' 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
SUBGRADE AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. SET AND STAPLE IN PLACE THE TURF CONTROL MATTING
5. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE DITCH FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE.
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
TYPICAL EQUALIZER DITCH SECTION
NTS
0
W
�oPomEo1�
FINISH
GRADE
Z'
19.5B
CARRY BASE COURSE 6"
6" BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
SF9.5B
N
N
COMPACTED ABCCOMPACTED
SUBGRADE
409 Chicago Drive - 5uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
50LUTION,5,INC
LNG'INLL2ING' �.hL12VLYING � G'P.h � CON.hTRIJCTION LAYOUT
NTS REVISIONS
RAMP WIDTH AREA IS VARIABLE
REAR LID SEAM
NOTES:
CHRIS/SCOTT
v FRONT
1. TRUNCATED DOMES SHALL
PROJECT NUMBER:
BASE DIAMETER
COVER 2'-0' LENGTH AND
OO OO OO OO OO OO
.45'R TO 0.70'R
FULL WIDTH OF THE RAMP
0 0 0 0 0"
FLOOR AS SHOWN ON THE
TOP DIAMETER OF NO LESS
DETAILS•
o O 0 O 0 O @r
THAN 50% TO NO MORE
2. OBTAIN 70% CONTRAST
m
THAN 65% OF THE BASE
VISIBILITY WITH ADJOINING
5' B OO OO OO OO OO OO
w
DIAMETER
SURFACE, EffHER LIGHT-ON-
a/N 0.9" TO 0.65' 1.6' TO
DARK, OR DARK -ON -LIGHT
1.4" I •
SEQUENCE COVERING THE
N
ENTIRE RAMP.
u
NL
PRECAST CLASS 'B'
CONCRETE
_ A TRUNCATED DOMES
ISOMETRIC VIEW
SIDEWALK
3'R 6' W
SIDEWALK
DROP CURB
(STD 2'-6' CURB
I_ X _I
SECTION B -B
6'-0' 5'-0" 6'-0" TOP OF
SIDEWALK CURB MIN. CURB CURB
TRANSITION DROP TRANSITION
CURB
GUTTER
7VARLABE SLOPES NOT
TO EXCEED 12:1 (8.33X) SECTION A -A
PLAN VIEW N0`
1. HANDICAP RAMPS SHALL BE PLACED AT ALL HANDICAP PARKING STALLS.
DIAGONAL RAMP 2. HANDICAP RAMPS SHALL BE INSTALLED FOR THE NEW SIDEWALK
MAX. 25' RADII ALONG THE EXISTING ROAD AT ALL NEW ROAD CONNECTIONS. NTS
(60" MIN. FLOOR WIDTH)
[NOT PERMISSIBLE FOR NEW CONSTRUCTION]
8 HANDICAP RAMP WITH TRUNCATED DOMES
11
2
A"
4
-i 4a,"
4,:'
N`
4'.
4.
1
'a
G\ �
PCO
CURB TRANSITION
ENGINEERED ENCLOSURE
27"
21-3/8" 2 -3/16"
PLAN
27"
REAR LID SEAM
m
u5
CHRIS/SCOTT
v FRONT
3-5/8"
3-5/8"
PROJECT NUMBER:
LIDSEAM
21-3/8" 2 -3/16"
PLAN
27"
4" CONC.
r.:",.. .. •. :A an �.. .r .. f' *ro..• SLAB
SECTION
V. DCVA ABOVE GROUND INSTALLATION PUBLIC WORKS COMMISSION
(STANDARD - FIBERGLASS FLIP -TOP) FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. BFP•2 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
NTS
NOTES:
1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
2. RECOMMENDED SLAB SIZE : 36"L x 22"W x 4"
MINIMUM THICKNESS.
3. "E" INDICATES THE ELECTRICAL RECEPTACLE. IT
SHALL BE MOUNTED A MINIMUM OF 18" ABOVE THE
SLAB.
4. THE ENCLOSURE IS DESIGNED AS A FLIP -TOP TO
ASSURE EASIER ACCESS AND MAINTENANCE.
5. SEE CROSS CONNECTION CONTROL NOTES FOR
ADDITIONAL REQUIREMENTS.
DATE I REVISION
2010.BFP2 1 IN DCVA AG.DWG
F
z
0
C)
01
0 V
LL
0
LU
co
Act _j
LU
LU
E-
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
SITE &WATER
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
REAR LID SEAM
m
u5
CHRIS/SCOTT
v FRONT
SCOTT
PROJECT NUMBER:
LIDSEAM
4" CONC.
r.:",.. .. •. :A an �.. .r .. f' *ro..• SLAB
SECTION
V. DCVA ABOVE GROUND INSTALLATION PUBLIC WORKS COMMISSION
(STANDARD - FIBERGLASS FLIP -TOP) FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. BFP•2 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
NTS
NOTES:
1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
2. RECOMMENDED SLAB SIZE : 36"L x 22"W x 4"
MINIMUM THICKNESS.
3. "E" INDICATES THE ELECTRICAL RECEPTACLE. IT
SHALL BE MOUNTED A MINIMUM OF 18" ABOVE THE
SLAB.
4. THE ENCLOSURE IS DESIGNED AS A FLIP -TOP TO
ASSURE EASIER ACCESS AND MAINTENANCE.
5. SEE CROSS CONNECTION CONTROL NOTES FOR
ADDITIONAL REQUIREMENTS.
DATE I REVISION
2010.BFP2 1 IN DCVA AG.DWG
F
z
0
C)
01
0 V
LL
0
LU
co
Act _j
LU
LU
E-
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
SITE &WATER
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-701
16

WATER
B T -HEAD GLAND BOLT
1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED
5. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
DURING CONSTRUCTION (NO SEPARATE PAYMENT). THE CONTRACTOR SHALL
12X6
REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO PWC
A. INSTALL TEST AND STERILIZE NEW MAIN AND LATERALS. LATERALS SHALL
DISPATCHER AND TO THE OWNER'S REPRESENTATIVE AND SHALL INITIATE
BE INSTALLED ADJACENT TO EXISTING SERVICE 18" INSIDE RNV(EXISTING
IMMEDIATE REPAIRS TO PWC STANDARDS. CONTRACTOR SHALL NOT OPERATE
SERVICE IS ACTIVE).
PWC WATER MAIN VALVES WITHOUT PWC APPROVAL AND SHALL COORDINATE
24X12
ALL VALVE CLOSINGS WITH THE PWC. THE CONTRACTOR SHALL FAMILIARIZE
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER
HIMSELF WITH WATER SYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF
LATERAL TO EXISTING DOMESTIC SERVICE. BLOW -OFF SERVICE AT HOSE BIBB
SERVICE INTERRUPTION.
ON HOUSE ONLY IF EXISTING METER HAS NO LOCK VALVE OR IS INOPERABLE.
3OX24
WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER
CORPORATION AT MAIN AND CLOSE CORPORATION TO ABANDON OLD SERVICE.
METHOD OF BLOWOFF WHICH ALLOWS DOMESTIC WATER CONTAINING
(NO SEPARATE PAYMENT).
SEDIMENTS OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENT'S
MANUFACTURED BY MUELLER CORP.,
METERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM IN A
RESULTING FROM ALLOWING "DIRTY" WATER TO ENTER RESIDENT'S PLUMBING
STREET OR VALVE TO VALVE, CUT OFF VALVE ON EXISTING SYSTEM AND
SYSTEM, SUCH AS WATER HEATERS, STAINED CLOTHING, CLOGGED SCREENS,
ABANDON EXISTING MAINS AS INDICATED IN THE DETAILS.
ETC.
3. ALL VALVES SHALL HAVE 2" SQUARE
;� A
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF
3. WHERE PLANS INDICATE EXISTING WATER VALVE TOP/RIM AND INVERT, THE
UNSUITABLE EXISTING METER BOXES. SALVAGEABLE METER BOXES SHALL BE
INVERT IS THE ELEVATION OF THE TOP OF THE VALVE OPERATING NUT.
DELIVERED TO PWC WAREHOUSE ON BELT BOULEVARD FAYETTEVILLE N.C.
4. DUE TO THE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEM AS
E. CONTRACTOR SHALL CHANGE OVER OLD METER TO NEW SERVICES OR
RELATING TO NEW CONSTRUCTION, CONTRACTOR SHALL INSTALL NEW WATER
INSTALL NEW METER FURNISHED BY PWC. SAME METER NUMBER SHALL BE
AND TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER
INSTALLED ON SAME ADDRESS AND/OR CUSTOMER.
CONSTRUCTION. THIS MAYBE ACCOMPLISHED STREET BY STREET TO ALLOW
"#'"'""' -
SIMULTANEOUS WATER AND SEWER CONSTRUCTION. WATER SHALL BE
IN ACCORDANCE WITH AWWA G509/G515
INSTALLED UTILIZING A PWC APPROVED CUT -SHEET INDICATING WATER MAIN
.31
INSTALLATION DEPTH BELOW ENGINEER SUPPLIED REFERENCE POINTS.
ANDC 1.
PUBLIC WORKS COMMISSION NO DATE REVISION
WATER UTILITY NOTES FAYETTEVILLE, N.C.
1 JAN 05 REVISED NOTE 5A
SHEET NO. DWG. NO. W. DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-W1 WATER UTILITY NOTES.DWG
TOP TO BE FLUSH WITH
B T -HEAD GLAND BOLT
VALVE BOX PROTECTOR
TIGHTEN TO 75-90 FT. LBS.
FINISH GRADE AND LEFT
12X6
RING SHALL BE PLACED WHERE
NOTES:
EXPOSED
",
VALVE IS LOCATED IN NON -
24X6
24X8
24X12
TRAFFIC AREAS. SEE VALVE
1. ALL MATERIALS SHALL BE IN ACCORDANCE
PAVEMENT
30X8
BOX PROTECTOR RING DETAIL.
WITH PWC STANDARDS.
3OX24
A DIA
+.031-.000
4" min.
2. RESILIENT WEDGE GATE VALVE SHALL BE AS
3000 PSI POURED
IN PLACE CONCRETE
7.016
TURF max.
MANUFACTURED BY MUELLER CORP.,
COLLAR
I
C
TRACER WIRE
I
AMERICAN DARLING OR CLOW CORP.
13.5
19.0
2 min. @ m IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
3. ALL VALVES SHALL HAVE 2" SQUARE
;� A
13.5
;I, _ FINAL GRADE m s I
AND SHALL OPEN
ro
U.,A
B
I
I
COOUNTEIRCLOCKWI
P,
4
CONCRETE COLLAR -
4. VALVE BODY, BONNET AND GATE SHALL BE
.31
"#'"'""' -
I- WHERE VALVE ISSHALL BE DIN A � � � � � �
IN ACCORDANCE WITH AWWA G509/G515
3# I
.
.31
�
ANDC 1.
E # v
i
• - W.; '.
VALVE }
5. VALVE BODY AND BONNET SHALL BE
: 1=
C
SEED BOX
...# 1 -
I
AIL
COATED ON ALL INTERIOR AND EXTERIOR
9
11-5/8
11-7/8
SURFACES WITH A FUSION BONDED EPDXY
$ I I""
I NCDOT CONCRETE I # t
IN ACCORDANCE WITH AWWA C-550-90.
- : Ii
'-�'
I _
- ""�'
BRICK (4 REQUIRED : ; 1-
@EACH SECTION)
6. ALL VALVES 24" AND SMALLER SHALL HAVE
20.5
®
::
A SAFE WORKING PRESSURE OF 250 PSI.
:-
:
MIN. 12 GAUGE, SINGLE :
7. SEE VALVE BOX DETAIL FOR ADDITIONAL
13-7/8
13-7/8
STRAND, COATED COPPER
TRACER VVI RE (SHALL BE11 11 �
INFORMATION.
##
23-1/2
## `
8. SEE VALVE BOX PROTECTOR RING DETAIL
I
'#t #_
INSTALLED BETWEEN
VALVES AND SHALL BE :. # ° #
FOR ADDITIONAL INFORMATION.
----- -----
J '.--.
INSTALLED ON ALL NON . ,,----- ' ...........
9. VALVE BOX SECTIONS ARE REQUIRED. THE
43.37
43.37
METALLIC PIPELINES.)
USE OF PIPE IN LIEU OF VALVE BOX
15
WATER
SPLICES SHALL BE WATER
SECTIONS SHALL NOT BE PERMITTED.
19-1/2
ALV MAIN
PPROVED BY THE PWC ALV MAIN
22-1/2
18.0
18.0
ROJECT COORDINATOR.
30.0
f: #
VALVE IN
f f- 8 f f # f ## f: I
TRAFFIC AREA VALVE IN NON -TRAFFIC AREA
24.0
GATE VALVE PUBLIC WORKS COMMISSION NO. DATE I REVISION
N.T.S. FAYETTEVILLE, N.C.
(N.T.S.) � 1 6/06 DDED NOTE #9
SHEET NO.
DWG. NO. W.6 DWG. BY PWC WATER RESOURCES 2 7/09 LARIFIED NOTES
1 OF 1 DATE: JAN. 01, 2010 APPROVED BY: JEG ENGINEERING DEPARTMENT
3/4" NPT BRONZE AA (I
B T -HEAD GLAND BOLT
SQ. HEAD PIPE PLUG
TIGHTEN TO 75-90 FT. LBS.
8X8
12X6
TAPPING SLEEVE
12X12
FRONT
",
l�1 I& STEEL ZINC PLATED
�f �f HEHE X HEAD BOLT &NUT
TIGHTEN TO 75-90 FT. LBS.
TAPPING SLEEVE
BACK
T -HEAD BOLT
TIGHTEN TO 90 FT. LBS.
U T o 0 1 0 fo I I 0
L�G
GASKET THICKNESS
M.J. RUBBER END M.J. RUBBER SIDE S�E NOTE 2
GASKET GASKET
2010-W6 GATEVALVE.DWG
NOTES:
1. ALL MATERIALS SHALL BE IN ACCORDANCE
WITH PWC STANDARDS. SLEEVE BODY SHALL
BE DUCTILE IRON ASTM A536.
2. MECHANICAL JOINT TAPPING SLEEVES SHALL
BE AS MANUFACTURED BY CLOW, M & H,
MUELLER, OR AMERICAN AND SHALL BE
FURNISHED WITH SPLIT GLANDS, SPLIT END
GASKET, BOLTS, ETC. THE OUTLET FLANGE
SHALL BE CL 125 PER ANSI B16.1 COMPATIBLE
WITH APPROVED TAPPING VALVES.
3. DIMENSIONS SHOWN ARE FOR REFERENCE
AND MAY VARY BASED UPON
MANUFACTURER. SLEEVES SHALL BE
SIMILAR IN NATURE TO THAT SHOWN AND
SHALL NOT DEVIATE IN ESSENTIAL DETAILS.
4. PIPE SURFACES SHALL BE CLEANED
THOROUGHLY TO PERMIT FOR A GOOD SEAL
PRIOR TO INSTALLATION.
5. EXTERIOR OF TAPPING SLEEVE SHALL BE
COATED w/2 COATS ASPHALTIC VARNISH
MIL -C450.
6. ALL TAPPING SLEEVES SHALL BE
HYDROSTATICALLY PRESSURE TESTED PRIOR
TO THE TAP BEING ACCOMPLISHED. TEST
SHALL BE APPROVED BY PWC PROJECT
COORDINATOR PRIOR TO BEGINNING
TAPPING PROCESS.
7. SEE TAPPING VALVE FOR ADDITIONAL
INFORMATION.
SLEEVE FOR USE WITH Cl OR DI PIPE
SLEEVE SIZE
PIPE X BRANCH
6X6
8X6
8X8
12X6
12X8
12X12
16X6
16X8
16X12
24X6
24X8
24X12
24X16
24X24
30X6
30X8
3OX12
3OX16
3OX24
A DIA
+.031-.000
7.016
7.016
9.016
7.016
9.016
13.016
7.016
9.016
13.016
11.00
13.5
19.0
23.5
32.0
11.00
13.5
19.0
23.5
32.0
B
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
.31
C
7-7/8
9-1/16
9
11-5/8
11-7/8
12-7/8
14-1/8
14-1/2
14-7/8
19.5
19.5
19.5
20.5
20.5
23.25
23.25
23.25
23.75
23.75
E
11-3/4
13-7/8
13-7/8
18-1/2
18-1/2
18-1/2
23-1/2
23-1/2
23-1/2
35.5
35.5
35.5
35.5
35.5
43.37
43.37
43.37
43.37
43.37
F
13-1/2
15
15
19-1/2
19-1/2
19-1/2
22-1/2
22-1/2
22-1/2
18.0
18.0
24.0
30.0
36.0
24.0
24.0
24.0
36.0
36.0
ON THE DRAWINGS.
TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
WATER RESOURCES
};.
.-
DWG. NO. W,5
4' MIN SUITABLE LOOSE
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
3:.
I®, , P ; I®I - ;-
... • SOIL BEDDING FROM TRENCH
BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
1 OF 2
EXCAVATION (SEE NOTES 4 & 5)
ADDITIONAL COSTS TO THE OWNER.
DATE JAN. 01, 2005
APPROVEDBY J.E.G.
UNDISTURBED
zoFz
ENGINEERING DEPARTMENT
PUBLIC WORKS COMMISSION NO. DATE I REVISION
DUCTILE IRON M.J. TAPPING SLEEVE FAYETTEVILLE, N.C.
1 7/09 REVISED NOTE 6/REMOVED NOTE 8.
SHEET NO. DWG. NO. W. O DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 psf @ 200 psig test pressure)
PIPETEES&
SIZE
••••-- •••-•••••--•-
DEADENDS ELBOWS & CROSSES
••••-•--
ELBOWS
6"
4 6 3
2
8..
7 10 5
3
12"
15 21 11
6
2010-VV10 TAPPING SLEEVE
NOTES:
1.) THRUST BLOCKS SHALL BE INSTALLED
ON PVC WATER DISTRIBUTION LINES 6"
THRU 12" DIA. IN THE MANNER SHOWN.
SEE PWC STANDARD ALT. RESTRAINING
DETAIL W.18 FOR ACCEPTABLE
ALTERNATE RESTRAINING SYSTEMS.
2.) PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH.
3.) COMPACT FITTINGS ARE NOT
ACCEPTABLE. STANDARD FITTINGS
SHALL BE USED WITH CONCRETE
THRUST BLOCKING.
4.) THRUST BLOCKS SHALL BE
INSTALLED ON SEWER FORCE
MAIN IN THE MANNER SHOWN.
5.) IF SAGCRETE IS USED, MIXING
MUST BE ON SITE UTILIZING A
MECHANICAL MIXER.
URBED 6.) NO CONCRETE SHALL BE
PLACED ON BOLTS. WRAP
kREA OF JOINT FITTINGS WITH PLASTIC.
I EARING
7.) CONCRETE SHALL BE
A MINIMUM 3,000 psi.
8.) ALL BEARING SURFACES SHALL BE
AGAINST UNDISTURBED SOIL AND
SHALL BE APPROVED BY PWC PROD.
COORDINATOR PRIOR TO PLACEMENT
OF CONCRETE.
9.) USE OF RESTRAINED JOINT DUCTILE
IRON WILL BE REQUIRED IF SOIL
CONDITIONS DO NOT ALLOW THE USE
OF THRUST BLOCKS
10.) ALL VERTICAL BENDS SHALL BE
RESTRAINED USING RESTRAINED
''v' CONCRETE JOINT DUCTILE IRON PIPE.
BEARING
....Y `SHALL BE KEPT
IL]ALL
CLEAR OF PIPE U
VALVE BOX SHALL BE 3 PART SLIP -TYPE
.......... Ii
ELBOW
-
JOINTS(TY P.)
M.J.PLUG
WORKS, R.D. WOOD CO. OR APPROVED
CONCRETE
k. �..(r• A
THRUST
..I L+ -q
8I BLOCK
GRAINED CAST IRON SLIP -TYPE VALVE BOX
_
TYP.)
)I(
CROSS
SEE BLOW -OFF DETAIL FOR
�;} ... ;=
CLARIFICATION OF CONSTRUCTION
..... F , ,lk,`yq�'- #
,.....
REQUIRED AT DEAD ENDS
THRUST
"
HORIZONTAL BEND
BLOCK -
DEAD END
ASIDE EXCAVATIONS(TYP.)
A tt
f"I[ !II
A; O; yI
2010-VV10 TAPPING SLEEVE
NOTES:
1.) THRUST BLOCKS SHALL BE INSTALLED
ON PVC WATER DISTRIBUTION LINES 6"
THRU 12" DIA. IN THE MANNER SHOWN.
SEE PWC STANDARD ALT. RESTRAINING
DETAIL W.18 FOR ACCEPTABLE
ALTERNATE RESTRAINING SYSTEMS.
2.) PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH.
3.) COMPACT FITTINGS ARE NOT
ACCEPTABLE. STANDARD FITTINGS
SHALL BE USED WITH CONCRETE
THRUST BLOCKING.
4.) THRUST BLOCKS SHALL BE
INSTALLED ON SEWER FORCE
MAIN IN THE MANNER SHOWN.
5.) IF SAGCRETE IS USED, MIXING
MUST BE ON SITE UTILIZING A
MECHANICAL MIXER.
URBED 6.) NO CONCRETE SHALL BE
PLACED ON BOLTS. WRAP
kREA OF JOINT FITTINGS WITH PLASTIC.
I EARING
7.) CONCRETE SHALL BE
A MINIMUM 3,000 psi.
8.) ALL BEARING SURFACES SHALL BE
AGAINST UNDISTURBED SOIL AND
SHALL BE APPROVED BY PWC PROD.
COORDINATOR PRIOR TO PLACEMENT
OF CONCRETE.
9.) USE OF RESTRAINED JOINT DUCTILE
IRON WILL BE REQUIRED IF SOIL
CONDITIONS DO NOT ALLOW THE USE
OF THRUST BLOCKS
10.) ALL VERTICAL BENDS SHALL BE
RESTRAINED USING RESTRAINED
''v' CONCRETE JOINT DUCTILE IRON PIPE.
BEARING
....Y `SHALL BE KEPT
IL]ALL
CLEAR OF PIPE U
VALVE BOX SHALL BE 3 PART SLIP -TYPE
MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT
MANUFACTURED BY ALABAMA PIPE CO.
iii SURFACES
JOINTS(TY P.)
BREAKS OCCUR.
WORKS, R.D. WOOD CO. OR APPROVED
2. LOCATION OF BOX SHALL BE
SHALL BE AGAINST
2.
VALVE BOX SHALL BE 3 -PIECE CLOSE
USING A TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE
GRAINED CAST IRON SLIP -TYPE VALVE BOX
UNDISTURBED
CROSS
3.
VALVE BOX SHALL HAVE RAISED LETTERS
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
TEE GROUND(TYP.)
4.
VALVE BOX SHALL HAVE 3/8" HOLE DRILLED
VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING
IN TOP SECTION THRU WHICH A 1/4"x1-1/2"
CONSTRUCTION STAKES. THE PROPOSED LOCATION MAY BE SHIFTED OR
PUBLIC WORKS COMMISSION
RELOCATED BY THE OWNER IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE,
NO
DATE
REVISION
CONCRETE THRUST BLOCK DETAIL
FOR NON-FERROUS PIPE. A 1/2" WASHER
4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF
SHALL BE USED BETWEEN NUT AND INSIDE
INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN
OF BOX. TIGHTEN HAND TIGHT.
5.
FAYETTEVILLE, N.C.
HYDRANT LOCATION IN ORDER TO SUPPLY PROPER SLEEVE TYPES, BARREL
ACCEPTABLE.
6.
DIMENSIONS SHOWN ARE FOR
1
JAN 05
REVISED TABLE, NOTE 1
SHEET NO.
DWG. NO. W. 7
DWG. BY PWC
WATER RESOURCES
2 SEPT 05
REVISED TABLE
DATE JAN. 1, 2010
APPROVED BY J.E.G.
3
FEB 07
ADDED NOTES 9&10
1 OF 1
ENGINEERING DEPARTMENT
w
2010-W17 THRUSTBLOCK.DWG
METER BOX WITH NOTES: 1. ALL MATERIALS TO BE APPROVED BY
RECESSED AMR READING P.W.C.
LID SET 1/4" ABOVE GRADE >
VARIES 18" - 2. SERVICE LATERAL SIZE 1" IPS
POLYETHYLENE UNLESS OTHERWISE
OQ_ w SPECIFIED
O
., {
z
3. SERVICE LATERAL INSTALLATION SHALL
A xk,n; :: i BE APPROVED BY P.W.C.
E E .
PAVEMENT
.7
z
}- 4. WATER SERVICE LOCK VALVE TO BE
,,,°CONC CURBR CUfjER "�L-?`
�. ,. LOCATED 18" FROM SANITARY SEWER
`[
- : .. ° .-
p CLEAN OUT STACK WHEN INSTALLED
;....,; ,.. IN SAME DITCH.
r{ 5. WHEN INSTALLED IN A PAVED AREA,
1-#1 .r METER BOX TO BE SET 1/4" ABOVE
1" FULL PORT ANGLE BALL VALVE - PA, FINISHED PAVEMENT GRADES AND
z_ WITH ONE OR TWO STEP STYLE r Int PAVEMENT FEATHERED TO TOP OF BOX
TO PROVIDE DRAIN AWAY FROM BOX
COMPRESSION FOR IPS PE INLET •;-�•
Zo 1" CC SINGLE AND FEMALE METER THREAD # ; f • }... 6. C.I. METER BOXES SHALL BE USED
m STAINLESS STEEL SWIVEL NUT WITH LOCK. ALL ( fi f IN TRAFFIC AREAS SEE W.4B.
STRAP SADDLE INSERTS SHALL BE STAINLESS7. PERIMETER SOLID CONCRETE BRICK
STEEL 12" METER COUPLING BASE WITH NO GAPS, DO NOT LAY
CORPORATION STOP WITH J4" FEMALE BRICK ON PIPE. SEE INSET "A"
BALL C
WITH ORP INLETS, ONE THREAD METER 8. WHERE ASPHALT CURB OR STRIP
OR TWO STEP STYLE SWIVEL NUT X d" MIPT. PAVEMENT EXIST, THE LOCATION OF
COMPRESSION FOR IPS 1" x 7-1/2" SPACER FOR BOX SHALL BE AS DIRECTED BY PWC
PE, WITH STAINLESS DOMESTIC SERVICE, REPRESENTATIVE
STEEL INSERTS. 1" x 10-3/4" SPACER FOR 9. DISTANCE FROM TOP OF LOCK VALVE
1" IPS POLYETHYLENE PIPE IRRIGATION SERVICE, OPERATING STEM TO TOP OF BOX
P.E. 3406 160 PSI POLYETHYLENE
E. 3408 SPACER SHALL BE SHALL BE 8" MIN. TO 10" MAX.
200 PSI ASTM D1248 -TYPE III FURNISHED BY PWC.
10. RESIDENTIAL METER BOX SHALL BESET
/�
ASTM D 3350-355434 C BRICK METER BOX BASE 18" FROM RNV TO CENTERLINE OF
WATER 0 111 SEE INSET "A" METER BOX PERPENDICULAR TO THE RNV.
MAIN 11. COMMERCIAL METER BOX
TRACER WIRE LOCATION SHALL BE AS APPROVED
DO NOT CONNECT TO 12 GA THEIN TRACER
( (PREFER NO METER BE INSTALLED
CORPORATION OR BANDS) WIRE EXTENDED INTO LESS THAN 5' FROM BLDG. TO EDGE
METER BOX 6" AND OF BOX).
WRAPPED AROUND 18" 12. LATERAL SHALL BE CENTERED
2" SOLID BRICK METER BOX BASE LOCK VALVE ON LOT UNLESS OTHERWISE NOTED.
-D EQ EQ
13. LATERAL SHALL NOT BE
BACK FILL BACK FILLED UNTIL INSPECTED BY
D BOTTOM PWC PROJECT COORDINATOR.
METER BOX '"' 1„+ 1,. O 14. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC, LEAKAGE AND
BRICK OF BOX O STERILIZATION TESTS (200 PSI).
w
15. BARB -TYPE FITTINGS ARE NOT
Irl"±1" a' ACCEPTABLE
SECTION "A -A" SPACER SHALL BE 16. SHOULD IT BE NECESSARY TO CRIMP THE
BRICK METER BOX BASE CENTERED WATER SERVICE LATERAL, A FULL CIRCLE
INSET "A" PLAN IN METER BOX REPAIR CLAMP SHALL BE PLACED ON THE
CRIMPED AREA.
PUBLIC WORKS COMMISSION NO DATE REVISION
PROPOSED 1" WATER SERVICE LATERAL FAYETTEVILLE, N.C.
1 MAY 05 VALVE CHANGE
SHEET NO. DWG. NO. W.2 DWG. BY PWC WATER RESOURCES 2 SEPT 05 VALVE CHANGE, ADD NOTE 16.
1 OF 1 DATE: JAN. 1, 2010 APPROVED BY J.E.G. DEPARTMENT 3 JULY 06 RESIZED METER COUPLING
71 _ _
N I�^jl ArgN.J.'O'� A
u. �I�r-�I�1yn--1��' n'InI�
LJ�
qp!��'�
5_ 3/4" I
7"
SECTION "A -A" PLAN
5-1/4" DROP LID
9 5-3/4"
7-5/8"
11
F-1
I
I I 1
2010-W2 WLAT. DWG
NOTES
1.
VALVE BOX SHALL BE 3 PART SLIP -TYPE
MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT
MANUFACTURED BY ALABAMA PIPE CO.
INSTALLATION TO PROVIDE AND/OR SUPPLEMENT WATER MAIN FLUSHING IF
CHAPMAN VALVE CO., COLOMBIAN IRON
BREAKS OCCUR.
WORKS, R.D. WOOD CO. OR APPROVED
2. LOCATION OF BOX SHALL BE
EQUAL.
2.
VALVE BOX SHALL BE 3 -PIECE CLOSE
USING A TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE
GRAINED CAST IRON SLIP -TYPE VALVE BOX
TAPPING SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO
WITH A MINIMUM THICKNESS OF 3/16".
3.
VALVE BOX SHALL HAVE RAISED LETTERS
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
"WATER" CAST INTO COVER.
4.
VALVE BOX SHALL HAVE 3/8" HOLE DRILLED
VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING
IN TOP SECTION THRU WHICH A 1/4"x1-1/2"
CONSTRUCTION STAKES. THE PROPOSED LOCATION MAY BE SHIFTED OR
GALVANIZED BOLT SHALL BE USED TO
RELOCATED BY THE OWNER IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE,
SECURE A MINIMUM 12 GAUGE, SINGLE
DROP LID
STRAND, COATED COPPER TRACER WIRE
m D.I. PIPEEE
�
FOR NON-FERROUS PIPE. A 1/2" WASHER
4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF
SHALL BE USED BETWEEN NUT AND INSIDE
INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN
OF BOX. TIGHTEN HAND TIGHT.
5.
SCREW TYPE VALVE BOXES ARE NOT
HYDRANT LOCATION IN ORDER TO SUPPLY PROPER SLEEVE TYPES, BARREL
ACCEPTABLE.
6.
DIMENSIONS SHOWN ARE FOR
MATERIALS ENCOUNTERED AND SITE CONDITIONS.
INFORMATION ONLY AND VARY BASED
I
UPON THE MANUFACTURER.
TOP 7.
VALVE BOX SECTIONS ARE REQUIRED.
SECTION
THE USE OF PIPE IN LIEU OF VALVE BOX
INFORMATION. THE INFORMATION IS INTENDED TO ASSIST THE CONTRACTOR,
SECTIONS SHALL NOT BE PERMITTED.
8.
TRACING WIRE SHALL BE INSTALLED
ALL THE PROVIDED INFORMATION. THIS INFORMATION IS APPROXIMATE AND
OUTSIDE OF BOX.
6-1/8" BOTTOM
SECTION
1. 8"
6-1/2"
10-1/4"
9-1/2"
TOP SECTION BOTTOM
VALVE BOX PUBLIC WORKS COMMISSION NO. DATE REVISION
N.T.S. FAYETTEVILLE, N.C. 1 7/09 ADDED NOTES 7,8 & CLARIFIED NOTES
SHEET NO. DWG. NO. W.7 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 1, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-W7 VALVEBOX.DWG
(TYPICAL - NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS)
1. PROPOSED FIRE HYDRANTS SHALL BE INSTALLED IN ADVANCE OF SEWER
7. EXISTING VALVE DEPTHS ARE MEASURED FROM EXISTING ASPHALT
MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT
AND/OR VALVE COVER TO THE TOP OF THE OPERATING NUT. THE BARREL
INSTALLATION TO PROVIDE AND/OR SUPPLEMENT WATER MAIN FLUSHING IF
INFORMATION SHOWN IS CALCULATED USING AN INTERPOLATION BETWEEN
BREAKS OCCUR.
THE TWO NEAREST VALVES. THE GROUND ELEVATION AND/OR CURB FOR
2. LOCATION OF BOX SHALL BE
THE PROPOSED FIRE HYDRANT IS INTERPOLATED FROM CROSS SECTIONS
2. FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE
AND THE FLANGE ELEVATION SHOWN IS APPROXIMATE. FIRE HYDRANT SHALL
USING A TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE
BE INSTALLED IN ACCORDANCE WITH THE FIRE HYDRANT AND VALVE
TAPPING SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO
INSTALLATION DETAIL.
THE COMPLETION OF THE TAP IN THE PRESENCE OF THE OWNER.
ORIGINAL GRADE AND SEEDED OR
SODDED AS INDICATED ON
DRAWINGS.
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
8. THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN
3. THE CONTRACTOR SHALL HAVE THE EXISTING UTILITIES LOCATED IN THE
THE PROJECT (I.E. FIRE HYDRANT NO. 1 INDICATES A 5'-0" DEPTH OF BURY,
VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING
ACTUAL CONDITIONS CALL FOR A 6-0" DEPTH OF BURY, FIRE HYDRANT NO. 2
CONSTRUCTION STAKES. THE PROPOSED LOCATION MAY BE SHIFTED OR
INDICATES A 6-0" DEPTH OF BURY, ACTUAL CONDITIONS REQUIRE A 5'-0"
RELOCATED BY THE OWNER IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE,
DEPTH OF BURY, THEN A SUBSTITUTION WILL BE REQUIRED). ALL
TELEPHONE, ETC.).
EXTENSIONS SHALL BE APPROVED BY THE PWC PROJECT COORDINATOR
m D.I. PIPEEE
�
PRIOR TO INSTALLATION AND ONLY AFTER ALL EFFORTS OF SUBSTITUTION
4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF
ARE EXHAUSTED.
INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN
AT THE MINIMUM PRACTICAL WIDTH.
MATERIAL, SIZE, CLASS, DEPTH AND LOCATION FOR EACH INDIVIDUAL FIRE
9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN,
HYDRANT LOCATION IN ORDER TO SUPPLY PROPER SLEEVE TYPES, BARREL
CONTRACTOR SHALL PROVIDE ALL LABOR, TOOLS, EQUIPMENT, MATERIALS,
LENGTHS AND OTHER REQUIRED MATERIALS TO ACCOMMODATE EXISTING
ETC. NECESSARY TO PROVIDE A COMPLETE INSTALLATION. FIRE HYDRANT
MATERIALS ENCOUNTERED AND SITE CONDITIONS.
SHALL BE TRANSFERRED TO NEW MAIN BRANCH LINE AFTER MAIN IS
I
ACCEPTED. HYDRANTS SHALL NOT BE OUT OF SERVICE FOR GREATER THAN
5. THE INFORMATION CONTAINED IN THE "FIRE HYDRANT DATA CHART" WAS
24 HOURS. CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE
PRODUCED USING EXISTING PWC RECORDS AND AVAILABLE FIELD
DEPARTMENT OF OUT OF SERVICE FIRE HYDRANTS PRIOR TO
INFORMATION. THE INFORMATION IS INTENDED TO ASSIST THE CONTRACTOR,
CONSTRUCTION.
BUT IS NOT GUARANTEED. THE CONTRACTOR IS ENCOURAGED TO VERIFY
�
ALL THE PROVIDED INFORMATION. THIS INFORMATION IS APPROXIMATE AND
10. SOD SHALL BE REPLACED WHERE APPLICABLE. DAMAGE TO PROPERTY
MAY NOT BE ACCURATE.
OWNERS LANDSCAPING, FENCES, ETC. SHALL BE REPAIRED OR REPLACED TO
w
THE PROPERTY OWNER'S SATISFACTION, TO INCLUDE WITHIN RIGHT-OF-WAY.
6. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS OF
(NO SEPARATE PAYMENT).
BARRELS AND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT
z
EXTENSION MAY BE USED PER HYDRANT) TO ADJUST FOR WATER MAIN
,
DEPTHS IN RELATION TO TOP OF EXISTING CURB GRADE, TOP OF PAVEMENT,
FREE OF ROCKS, FOREIGN MATERIAL, AND
EXISTING DITCH GRADE AND/OR RIGHT-OF-WAY GROUND ELEVATIONS AS
16-1/4
NECESSARY. ADDITIONAL FITTINGS AND/OR HYDRANT EXTENSIONS OR
COMPACTED TO 95% MAX. DENSITY
OFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER COVER AS
COVER BOLT DOWN
APPROVED BY THE PWC PROJECT COORDINATOR. (NO SEPARATE PAY).
$'�'
FIRE HYDRANT PUBLIC WORKS COMMISSION NO. DATE REVISION
ADDITIONAL GENERAL NOTES FAYETTEVILLE, N.C. 17/09 REVISED NOTES 2, 3, 6, & 9.
REMOVED NOTE 11.
SHEET NO. DWG. NO. W 2 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE: JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
CONTINUOUS 12 GA.
THEIN TRACER WIRE
REQUIRED FOR
ALL NON-FERROUS PIPE
(FROM VALVE BOX TO
VALVE BOX)
2010-W12 FH NOTES.DWG
TYPE 3 TRENCH PUBLIC WORKS COMMISSION NO DATE I REVISION
WATER MAIN BEDDING DETAIL FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W,1 9 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-W19 WATER BEDDING.DWG
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
SECTION A -A
23-1/2"
GROUND LEVEL
ANGLE BALL VALVE
SOLDER BUSHING -
TEE
2"0X6" MALE
BRASS NIPPL�
FLOW
2-1/8" O.D.
COPPERTUBE
1-3/8" O.D.
COPPERTUBE_\
TO PROVIDE SUPPORT FOR
NOTES:
TIGHTENING OF FITTINGS A 20" x 3/4" 1
NOTES:
STEEL ANCHOR ROD SHALL BE PLACED
1. ALL MATERIALS SHALL BE
THRU SUPPORT BAR HOLE. ROD SHALL BE
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
TIGHTENED TO "SUPPORT BAR HOLE"
2. LOCATION OF BOX SHALL BE
W/STEEL NUTS AND WASHER. ROD SHALL
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
BE PAINTED W/2 COATS BITUMINOUS PAINT.
COORDINATOR. IN NO CASE SHALL
4"-6" TOPSOIL RESTORED TO
EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
AS REQUIRED
5' TO BUILDING.
ORIGINAL GRADE AND SEEDED OR
SODDED AS INDICATED ON
DRAWINGS.
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
BELL OD+8"MIN.
BELL OD + 24" MAX.
7-1/2
TO BACKFILL.
FOR BOX SEE
4. FOR METER BOX SEE DWG. W.5
"1 f DETAIL W.5 SHT 2 OF 2
SHEET 2 OF 2.
2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
3. METER BOX SHALL NOT BE
PRECAST TOP
m D.I. PIPEEE
�
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
6. VALVE BODY AND BONNET SHALL BE COATED ON
SKID RESISTANT
CAN IMPACT BOX OR COVER.
AT THE MINIMUM PRACTICAL WIDTH.
4'
$
i £ 1® - 1.®
I I
3. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS
I A,,`�
,`� ,`�
'
PLANA I
BYPASS SEE JUMBO BOX
I
-}}
I
RECESSED LIFTING HOOKTO BE
UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
I
<
5' FILLED WITH HYDRAULIC CEMENT
1-3/4
PIPE
L W/SOLID BRICK
�
T
""#
SODISTURBED IL
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
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13-1/2 21
I I,
BOX
AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH,
z
SELF -CENTERING
,
REMAINING TRENCH BACKFILL
FREE OF ROCKS, FOREIGN MATERIAL, AND
17-7/8
16-1/4
CENTERED ON VAULT W r16'
ma
COMPACTED TO 95% MAX. DENSITY
FROZEN EARTH.
COVER BOLT DOWN
17
$'�'
IN MAX. 12" LIFT
OPAV
_L_
ILLI
POLYMER CONC &
£ I :
AREAS. SEE APPLICABLE MEEDNT
5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
2-1/16
• 2" GRAVEL SUPPORT PIPING
I I ..
3
PATCH DETAIL FOR PAVED AREAS.
WALLS AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
THE PROJECT REPRESENTATIVE AND ONLY
"f ;,•'"„�'„�'`�
It}
END VIEW
BACKFILL LIGHTLY TO 12"
FOR THE AUTHORIZED QUANTITY.
30-1/4"
}
ABOVE PIPE IN 6" LIFTS (95%
6. BEDDING MATERIAL SHALL BE PROPERLY RODDED
`� ` `�
-
I :::::::I , : ];_O -i
MAX DENSITY COHESIONLESS SOILS
AND COMPACTED AROUND THE PIPE HAUNCHES.
46.5/8"
r. 35"
90% MAX DENSITY COHESIVE SOILS)
r EXTENSION SECTION
,` `
1
NO.
7. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
`
$ $
£ £
WATER MAIN MATERIAL SHALL
OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST
e
/."
-
BE AS SPECIFIED AND SHOWN
TO THE OWNER THE ENGINEER MAY HAVE COMPACTION
,' ,,
SHEET NO.
ON THE DRAWINGS.
TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
WATER RESOURCES
};.
.-
DWG. NO. W,5
4' MIN SUITABLE LOOSE
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
3:.
I®, , P ; I®I - ;-
... • SOIL BEDDING FROM TRENCH
BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
1 OF 2
EXCAVATION (SEE NOTES 4 & 5)
ADDITIONAL COSTS TO THE OWNER.
DATE JAN. 01, 2005
APPROVEDBY J.E.G.
UNDISTURBED
zoFz
ENGINEERING DEPARTMENT
SOIL
TYPE 3 TRENCH PUBLIC WORKS COMMISSION NO DATE I REVISION
WATER MAIN BEDDING DETAIL FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W,1 9 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-W19 WATER BEDDING.DWG
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
SECTION A -A
23-1/2"
GROUND LEVEL
ANGLE BALL VALVE
SOLDER BUSHING -
TEE
2"0X6" MALE
BRASS NIPPL�
FLOW
2-1/8" O.D.
COPPERTUBE
1-3/8" O.D.
COPPERTUBE_\
TO PROVIDE SUPPORT FOR
NOTES:
TIGHTENING OF FITTINGS A 20" x 3/4" 1
C
STEEL ANCHOR ROD SHALL BE PLACED
1. ALL MATERIALS SHALL BE
THRU SUPPORT BAR HOLE. ROD SHALL BE
APPROVED BY PWC.
TIGHTENED TO "SUPPORT BAR HOLE"
2. LOCATION OF BOX SHALL BE
W/STEEL NUTS AND WASHER. ROD SHALL
AS DETERMINED BY PWC PROJECT
BE PAINTED W/2 COATS BITUMINOUS PAINT.
COORDINATOR. IN NO CASE SHALL
OR ROD SHALL BE STAINLESS STEEL.
BOX BE INSTALLED CLOSER THAN
SECTION GATE VALVE GATE VALVE D.I. p
(HANDMEEL) (HANDMEEL) PIPE ,
5' TO BUILDING.
5-7/8
3. LATERAL SHALL BE APPROVED BY
LOCATED IN FIBERGLASS. METER BOX LID SHALL BE
PWC PROJECT COORDINATOR PRIOR
7-1/2
TO BACKFILL.
FOR BOX SEE
4. FOR METER BOX SEE DWG. W.5
"1 f DETAIL W.5 SHT 2 OF 2
SHEET 2 OF 2.
TO PROVIDE SUPPORT FOR
TIGHTENING OF FITTINGS A 20" x 3/4"
STEEL ANCHOR ROD SHALL BE PLACED
THRU 1-3/8" BRACE EYE. ROD SHALL BE
TIGHTENED TO "1-3/8" BRACE EYE"
W/STEEL NUTS AND WASHER. ROD SHALL
BE PAINTED W/2 COATS BITUMINOUS PAINT.
OR ROD SHALL BE STAINLESS STEEL.
\� ^ ALL BRASS FITTINGS
SHALL BE 85-5-5-5
RED BRASS AWWA
',."'e,,'., ;°w'?' C800-89 ASTM B62-93
2" BRASS F.I.P. x PACK- ;r' �'�.
JOINT FOR A „� }?' K {.''.`.�``v "ft�,<<
PVC ADAPTER '' h'` " `+;
^,t 1,'",.,iAA
... ,��..,'.;v , , 12 GRAVELPAV ,.
BRICK BOX BASE`, '`•. `� FLOOR
2"F.I.P. COMPACTED
2" F.1. OUTLET 1"O BRASS SUBGRADE
BALL VALVE
BRICK SUPPORT
ROD BASE
2" COPPERSETTER W/BYPASS PUBLIC WORKS COMMISSION NO DATE REVISION
23-1/2" METER SPACING FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W,5 DWG. BY PWC WATER RESOURCES
10F2 DATE JULY 01,2009 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
FILE NAME: 2009-W5 2 METER SETTER.DV
NOTES:
1. CONCRETE PROTECTOR RING SHALL BE
2500 P.S.I. PRECAST REINFORCED CONCRETE
2. VALVE BOX SHALL BE AT GRADE
W/PROTECTOR RING EXTENDING
1/2" ABOVE GRADE
3. SEE GATE VALVE AND BOX DETAIL
4. VALVE BOX PROTECTOR RINGS
SHALL BE INSTALLED AROUND VALVE
BOX IN UNPAVED NON -TRAFFIC AREAS.
AND SHALL NOT CREATE A HINDERANCE
TO MOWING OPERATIONS.
SECTION A -A
N.T.S.
PUBLIC WORKS COMMISSION NO DATE REVISION
VALVE BOX PROTECTOR RING FAYETTEVILLE, N.C.
SHEET NODWG. NO. W.8 DWG. BY PWC WATER RESOURCES
.
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-W8 CONC PROTECTOR RING. DWG
T - 6" PWC STANDARD PENTAGONAL
(TYP.) OPERATING NUT OPEN
Z COUNTER CLOCKWISE. NOTES:
2-21/2" NOZZLES & 1-4-1/2" NOZZLE 1. FIRE HYDRANT SHALL BE MODELS
MANUFACTURED BY MUELLER CO.
WITH FIRE HOSE COUPLING THREAD IN (CENTURIAN), AMERICAN VALVE AND
�� ACCORDANCE W/CITY OF FAYETTEVILLE HYDRANT CO. (MODEL MARK 73), CLOW
STANDARD. NOZZLE CAPS SHALL MEDALLION OR APPROVED EQUAL.
' BE SECURELY CHAINED TO THE
M HYDRANTS BODY 2. ALL VALVES AND HYDRANTS SHALL
FIN. GRADE VALVE BOX HAVE M.J. CONNECTIONS WITH IRON
RETAINING GLAND M.J. RESTRAINT.
_ f 4-1/2" 'R a s ;. 3. FIRE HYDRANT SHALL BE FIELD
- z_.I. BARREL .$.. i �, .
_. 'a : "'
....:.,. ,..,. ,., •.,. aru:
"" ' PAINTED IN ACCORDANCE WITH PWC
rx "` BRICK
o Q i.; ; w .. STANDARDS, BEFORE PROJECT IS
• �..r"it.:.., 6" GATE VALVE .r.... r•3.. SEE CONCRETE
r N CO - 1 ...... ' 'fl "E''I''' � DETAILT BLOCK ACCEPTED.
m # E- Q 4. HYDRANT VALVE SHALL BE PLACED AS
_ - o , CLOSE AS POSSIBLE TO THE MAIN, BUT DO
�,� .' . � ..... I N:: - ... Er": � . . ':.....' .:.. NOT PLACE VALVE IN PROPOSED OR
v � t "'"6" - I' s4 � EXISTING CURB AND GUTTER. IF THE
6' D.I. PIPE - t*:. STREET IS SOIL AND NO PAVING IS TO BE
.::: , r[:.: DONE AT THIS TIME, THE LOCATION OF THE
....1 _, VALVE IS TO BE DETERMINED BY THE PWC
SEE NOTE # 4
PROJECT COORDINATOR.
i / ")' UNDISTURBED
-:.�. - .:...'.. - : �1.. .:.
'S DI TEE HYDRANT TEE
SOIL
5. FIRE HYDRANTS SHALL BE PLACED AS
' ; R� : "T' OR TAPPING SLEEVE
DIRECTED BY THE PWC PROJECT
T
�,. VARIES AS REQUIRED. (SEE
TAPPING DETAIL) COORDINATOR.
7 CU. FT. #57 STONE 6. HYDRANT BRANCH SHALL NOT BE BACK
PLACED TO A LEVEL 4" M.J. CONNECTION WITH IRON
ABOVE DRAIN OPENING RETAINING GLAND M.J. RESTRAINT FILLED UNTIL INSPECTED AND APPROVED
SEE NOTE 2 AND PWC STANDARD BY PWC PROJECT COORDINATOR.
RESTRAINING DETAIL.
7. GATE VALVE AND BOX SHALL BE IN
ACCORDANCE WITH PWC STANDARD
DETAIL.
8. HYDRANT EXTENSIONS AND/OR
OFFSETS SHALL BE APPROVED BY PWC
PROJECT COORDINATOR.
FIRE HYDRANT AND PUBLIC WORKS COMMISSION NO. DATE REVISION
VALVE INSTALLATION FAYETTEVILLE, N.C.
N.T.S. 1 10/23/03 REVISEDNOTE#4
rDATE.JAN.01,2010
WGNO. W '� 3 DWG. BY PWC 2 7/1/09 REVISED NOTE #2, REMOVED NOTE
SHEET NO. WATER RESOURCES #3 &ALTERED RESTRAINT DETAIL
1 OF 1 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
2010-W13 FHCC.DWG
VARIES -SEE CHART A
NOTES:
NOTES:
C
D.I. PIPE
1. ALL MATERIALS SHALL BE IN ACCORDANCE
ARROW INDICATING
WITH PWC STANDARDS.
ELBOW ELBOW
J
DIRECTION CAST HERE
BY PWC. SEE DWG W.5 SHT 1 OF 2
6" FLANGED I
PROVIDE FOR PROPER ALIGNMENT OF THE
CASTIRON FOR ADDITIONAL INFORMATION.
TAPPING SLEEVE.
SECTION GATE VALVE GATE VALVE D.I. p
(HANDMEEL) (HANDMEEL) PIPE ,
READER LID 2. METER BOX BASE SHALL BE
5-7/8
Ci
LOCATED IN FIBERGLASS. METER BOX LID SHALL BE
4. RESILIENT WEDGE GATE VALVE SHALL BE AS
7-1/2
CENTER OF COMBINED POLYMER CONCRETE &
FLOW
1
o WATER o
BOX FIBER REINFORCED POLYESTER
v 4
N m
SE NOTE 17 TEE
3. METER BOX SHALL NOT BE
PRECAST TOP
m D.I. PIPEEE
�
LOCATED WHERE H-20 LOAD
6. VALVE BODY AND BONNET SHALL BE COATED ON
SKID RESISTANT
CAN IMPACT BOX OR COVER.
1-5/8
4'
1
I I . -L I
2
' -7
-'- ACCESS 1ATC1
CENTERED ON VAULT
'
PLANA I
BYPASS SEE JUMBO BOX
I
T
I
RECESSED LIFTING HOOKTO BE
I 46-1/2"
I
<
5' FILLED WITH HYDRAULIC CEMENT
1-3/4
PIPE
L W/SOLID BRICK
11-3/4
T
STAINLESS STEEL
&MORTAR I
L
a =
13-1/2 21
...I.... �f
BOX
P_&
12
SELF -CENTERING
8-1/4
PRECAST TOP ACCESS HATCH
CORROSION
17-7/8
16-1/4
CENTERED ON VAULT W r16'
ma
VARIES
13-5/16
COVER BOLT DOWN
17
=4.75"
COMBINED
_L_
SECTION A -A
POLYMER CONC &
OO
31/8
FIBER REINF. .01
2-1/16
• 2" GRAVEL SUPPORT PIPING
POLYESTER
1 42-1/8"X30-1/2"
.
-
WITH SOLID BLOCK PROVIDE
4
BOX & COVER SECTION
END VIEW
23-1/2 38-5/8
AS NECESSARY (TYP) CAP BLOCK
30-1/4"
55 1140
41-7/8"
.' : AS FOOTING
14-1/4
-
I :::::::I , : ];_O -i
- ��
t -
12" GRAVEL � GRAVEL
46.5/8"
r. 35"
FIBERGLASS
r EXTENSION SECTION
PUBLIC WORKS COMMISSION
BOX ISOMETRIC VIEW
NO.
DATE REVISION
PUBLIC WORKS COMMISSION
METER VAULT
NO DATE REVISION
1.
FAYETTEVILLE, N.C.
SHEET NO.
DWG. NO. W.20
DWG. BY PWC
WATER RESOURCES
2.
DWG. NO. W,5
DWG. BY PWC
DATE JAN 1, 2010
APPROVED BY J.E.G.
3
SHEET NO.
1 OF 2
ENGINEERING DEPARTMENT
2010-W20 METER VAULT.DWG
z
G= NO. & SIZE OF
BOLT SLOTS
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FILE NAME: 2 METER SETTER.DWG
NOTES:
NOTES:
C
COVER BOLT DOWN OPTION
1. ALL MATERIALS SHALL BE IN ACCORDANCE
ARROW INDICATING
WITH PWC STANDARDS.
1. ALL MATERIALS SHALL BE APPROVED
J
DIRECTION CAST HERE
BY PWC. SEE DWG W.5 SHT 1 OF 2
M N
PROVIDE FOR PROPER ALIGNMENT OF THE
CASTIRON FOR ADDITIONAL INFORMATION.
TAPPING SLEEVE.
5/8" x 4" LIFTING SLOTS
READER LID 2. METER BOX BASE SHALL BE
5-7/8
Ci
LOCATED IN FIBERGLASS. METER BOX LID SHALL BE
4. RESILIENT WEDGE GATE VALVE SHALL BE AS
7-1/2
CENTER OF COMBINED POLYMER CONCRETE &
o WATER o = _
?
1
o WATER o
BOX FIBER REINFORCED POLYESTER
v 4
N m
9 -TT-T/9--
3. METER BOX SHALL NOT BE
1/4
NSF61.
LOCATED WHERE H-20 LOAD
6. VALVE BODY AND BONNET SHALL BE COATED ON
SKID RESISTANT
CAN IMPACT BOX OR COVER.
1-5/8
SURFACE
31/2
AWWA C-550-90.
2
4. FOR 1-1/2" METER WITHOUT
2-1/2
7. ALL VALVES 24" AND SMALLER SHALL HAVE A SAFE
BYPASS SEE JUMBO BOX
35-7/8"
35-5/8"
r
DETAIL
I 46-1/2"
COVER
7-1/4
BOX PLAN VIEW
1-3/4
COVER
11-3/4
26"
STAINLESS STEEL
37-5/8"
2-1/2
CAPTIVE BOLT
13-1/2 21
HYDROSTATICALLY PRESSURE TESTED PRIOR TO
BOX
THE TAP BEING ACCOMPLISHED. TEST SHALL BE
12
SELF -CENTERING
8-1/4
PRIOR TO RFGINNING TAPPING PROCFSS
CORROSION
17-7/8
16-1/4
RESISTANT NUT
o
13-5/16
COVER BOLT DOWN
17
=4.75"
COMBINED
12-1 1/4
39 570
POLYMER CONC &
8-1/2
31/8
FIBER REINF. .01
2-1/16
34-7/8"
POLYESTER
1 42-1/8"X30-1/2"
.
-
® /
BOX & COVER SECTION
END VIEW
23-1/2 38-5/8
26-1/8
30-1/4"
55 1140
41-7/8"
10-1/2
14-1/4
-
I :::::::I , : ];_O -i
- ��
t -
31-3/4
46.5/8"
r. 35"
FIBERGLASS
r EXTENSION SECTION
END VIEW
BOX ISOMETRIC VIEW
32 54-5/8
37-5/8
PUBLIC WORKS COMMISSION
79 3225
NO DATE REVISION
1-1/2" & 2" BY-PASS METER BOX
FAYETTEVILLE, N.C.
DWG. NO. W,5
DWG. BY PWC
SHEET NO.
WATER RESOURCES
DATE JAN. 01, 2005
APPROVEDBY J.E.G.
zoFz
ENGINEERING DEPARTMENT
z
G= NO. & SIZE OF
BOLT SLOTS
rum teat vvl I H STANDARD M.J. PIPE
FILE NAME: 2 METER SETTER.DWG
VALVE
SIZE
NOTES:
1-15/16" SQ.
C
THE WORD "OPEN" AND
1. ALL MATERIALS SHALL BE IN ACCORDANCE
ARROW INDICATING
WITH PWC STANDARDS.
COUNTERCLOCKWISE
J
DIRECTION CAST HERE
2. RAISED MALE FACE SHALL BE REQUIRED TO
M N
PROVIDE FOR PROPER ALIGNMENT OF THE
S T
TAPPING SLEEVE.
4
3. ALL VALVES SHALL HAVE 2" SQUARE OPERATING
5-7/8
NUT AND SHALL OPEN COUNTERCLOCKWISE.
-
4. RESILIENT WEDGE GATE VALVE SHALL BE AS
7-1/2
MANUFACTURED BY MUELLER CORP., AMERICAN
4-63/64
DARLING OR CLOW CORP.
2-1/2
5. VALVE BODY, BONNET AND GATE SHALL BE IN
9 -TT-T/9--
ACCORDANCE WITH AWWA C -509/C-515 AND
1/4
NSF61.
6
6. VALVE BODY AND BONNET SHALL BE COATED ON
6-1/4
ALL INTERIOR AND EXTERIOR SURFACES WITH A
1-5/8
FUSION BONDED EPDXY IN ACCORDANCE WITH
31/2
AWWA C-550-90.
2
7
2-1/2
7. ALL VALVES 24" AND SMALLER SHALL HAVE A SAFE
Of Q
U p
WORKING PRESSURE OF 250 PSI.
dw
p
8. SEE TAPPING SLEEVE FOR ADDITIONAL
M
LL
INFORMATION.
7-1/4
9. DIMENSIONS SHOWN ARE FOR REFERENCE AND
1-3/4
MAY VARY BASED UPON MANUFACTURER. VALVES
11-3/4
SHALL BE SIMILAR IN NATURE TO THAT SHOWN
8-63/64
AND SHALL NOT DEVIATE IN ESSENTIAL DETAILS.
2-1/2
10. ALL TAPPING SLEEVES SHALL BE
13-1/2 21
HYDROSTATICALLY PRESSURE TESTED PRIOR TO
8-7/8 1/4
THE TAP BEING ACCOMPLISHED. TEST SHALL BE
12
APPROVED BY PWC PROJECT COORDINATOR
8-1/4
PRIOR TO RFGINNING TAPPING PROCFSS
VALVE
SIZE
A
B
C
D
E
F
G
H
J
K
L
M N
R
S T
TURNS
TO WEIGHT
OPEN W/ACC
4
-
5-7/8
15/16
-
BOX DETAIL W.7)
7-1/2
4-7/8
4-63/64
4-29/32
2-1/2
7-1/2
9 -TT-T/9--
12"
1/4
118
6
6-7/8
6-1/4
1
1-5/8
31/2
6-7/8
6-63/64
7
2-1/2
31/2
11 17-5/8
11-3/4
8-7/8 1/4
21 175
8
6-1/2
7-1/4
1-1/8
1-3/4
13-1/4
11-3/4
6-7/8
8-63/64
9-5/32
2-1/2
11-3/4
13-1/2 21
14-1/4
8-7/8 1/4
28 274
12
7
8-1/4
1-1/4
1-3/4
17-7/8
16-1/4
8-7/8
12-63/64
13-5/16
2-1/2
17
19 28-1/4
19-1/8
12-1 1/4
39 570
16
8-1/2
31/8
1-7/16
2-1/16
23
21
12-7/8
-
17-35/64
3-1/2
21-1/4
23-1/2 38-5/8
26-1/8
16-11/8 1/4
55 1140
24
10-1/2
14-1/4
1-7/8
2-1/2
31-3/4
30
16-7/8
25-15/16
3-1/2
29-1/2
32 54-5/8
37-5/8
20-1 3/8 5/16
79 3225
M.J. TAPPING VALVE PUBLIC WORKS COMMISSION NO. DATE REVISION
(N.T.S.) FAYETTEVILLE, N.C. 1 7/09 ADDED NOTE 10, REVISED 4 & 5
SHEET NO. DWG. NO. W.9 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE: JAN. 01, 2010 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
2010-W9 M.J.TAPPING VALVE.DWG
- - COMPACTED SOIL (TYP)
COMPACTED SOIL (TYP)
VARIABLE SIZE PLUG SLOTTED VALVE BOX
TAPPED 2"
FITS ON TOP OF 2" PIPE
SLOTTED VALVE BOX BRICK TO BE PLACED UNDER PIP
FITS ON TOP OF 2" PIPE
BRICK TO BE PLACED UNDER PIPE
2" PVC SDR21 WATER PIPE
z
A
,,, ,,,,,, , , - , , , , - - , „,----�-�-, \_2" BRASS F.I.P. x PACK JOINT
WHEN REQUIRED PIPE BEYOND FOR PVC ADAPTOR
BRASS NIPPLE SHALL BE SCH
80 PVC CONNECTED w/ BRASS "' - ....- "' - "" ............
F.I.P. x PACK JOINT FOR PVC - ..- , , , , .. ... . . ... . ................... ....•
ADAPTOR
"' """""'" "" """""""""" VARIABLE SIZE WATER MAIN
2" BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
2" MAIN LINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2"
2" VALVE INSTALLATION PUBLIC WORKS COMMISSION NO. DATE REVISION
(N.T.S.) FAYETTEVILLE, N.C. 1 6/06 ADDED NOTE ON CONC. COLLAR
SHEET NO. DWG. NO. W 1 5A DWG. BY PWC WATER RESOURCES
1 OF 1 DATE: JAN. 1, 2010 APPROVED BY JEG ENGINEERING DEPARTMENT
2010-W15A 2 VALVE INSTALLATION.,
5' MIN.
VARIES ~100 MAX. "RPZw/INSULATED
M ENCLOSURE PER PWC 1" NON -FREEZE YARD HYDRANT
O REQUIREMENTS. (PLACE (LOCATE PER APPROVED LIFT
A STATION SITE PLAN)
/-
_"x1" TAPPING SADDLE m O RPZ INSIDE FENCED LIFT
AND BALL m 0 STATION SITE)
CORPORATION STOP. 18" - A
m
1" :YPEK COPPER
1" TYPE K COPPER STANDARD PWC 1" TYPE K COPPER
WATER METER BOX.
PER DETAIL W.24 PLAN VIEW
1" NON -FREEZE YARD
HYDRANT (LOCATE
PER APPROVED LIFT
STATION SITE PLAN)
METER BOX SET 1/4" 6x6- W1.4xW1.4 WWF
ABOVE GRADE 1°RPz w/INSULATED
ENCLosURE. PER PVVC
LAC 18" MIN. 4.
REQU IREMENTS (PLACE RPZ
VARIES wsIDE FENCED LIFT STATION
(SHED GRADE o SITE)
n y-L__
NT �,:"t T sf MAI" r;;'
,,. EQ. EQ. o ..
-�' p 1 BRASS
m •• BRASS 30" MIN. 30" MIN. 1" T
z_ CONC. CURB "� MIN. -
z & GUTTER 10" MAX.
19
1" TYPE K SOFT COPPER
�E CONCRETE PAD
� 1" BRASS MIP x PACK #57 OR #5 WASHED
V TYPE K COPPER JOINT ADAPTER STONE (MIN. 1 CF)
"n"dFJ' 1" TYPE
IjKCOPPER\ 1" BRASS MIP x PACK
JOINT ADAPTER
PROFILE VIEW
NOTES:
1. INSTALLATION SHALL BE IN ACCORDANCE 2. REFER TO APPROVED LIFT STATION SITE
WITH PWC STANDARDS AND APPROVED BY PLAN FOR EXACT LOCATIONS.
THE PWC PROJECT COORDINATOR.
PUBLIC WORKS COMMISSION NO. DATE REVISION
YARD HYDRANT INSTALLATION FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W.27 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JULY 01, 2010 APPROVED BY J.E.G. DEPARTMENT
2009-W27 YARD HYDRANT INSTALLATION.
409 Chicago Drive - 5uife 112
FayeffeviLLe, NorEh Carolina 28506
Fax: [phone]T/7\��\\
License Number: C-2554 �
\
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f
A EDq NEE2INC/' A.hL12VEYING A GP.h A CON.hTRIJCTION LAYOUT h,
REVISIONS
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PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
WATER DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CONCRETE COLLAR
DRAWN BY:
CONCRETE COLLAR
CHECKED BY:
IN PAVED AREAS
PROJECT NUMBER:
IN PAVED AREAS
CONC. PROTECTOR
CONC.PROTECTOR
RING IN NON -TRAFFIC
ASPHALT
RING IN NON -TRAFFIC
ASPHALT
AREAS. (SEE VALVE
2" min. @
(SEE VALVE BOX
2' min.
BOX DETAIL W.7)
FINAL GRADE
DETAIL W.7)
FINAL GRADE
12"
12"
8„
4" min.
8
_L min.
6" max.
'�
6" max.
TRACER WIRE
SLIP TYPE C
TRACER WIRE
SLIP TYPE C.I.
VALVE BOX
VALVE BOX
FLANGE
FLANGE
- - COMPACTED SOIL (TYP)
COMPACTED SOIL (TYP)
VARIABLE SIZE PLUG SLOTTED VALVE BOX
TAPPED 2"
FITS ON TOP OF 2" PIPE
SLOTTED VALVE BOX BRICK TO BE PLACED UNDER PIP
FITS ON TOP OF 2" PIPE
BRICK TO BE PLACED UNDER PIPE
2" PVC SDR21 WATER PIPE
z
A
,,, ,,,,,, , , - , , , , - - , „,----�-�-, \_2" BRASS F.I.P. x PACK JOINT
WHEN REQUIRED PIPE BEYOND FOR PVC ADAPTOR
BRASS NIPPLE SHALL BE SCH
80 PVC CONNECTED w/ BRASS "' - ....- "' - "" ............
F.I.P. x PACK JOINT FOR PVC - ..- , , , , .. ... . . ... . ................... ....•
ADAPTOR
"' """""'" "" """""""""" VARIABLE SIZE WATER MAIN
2" BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
2" MAIN LINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2"
2" VALVE INSTALLATION PUBLIC WORKS COMMISSION NO. DATE REVISION
(N.T.S.) FAYETTEVILLE, N.C. 1 6/06 ADDED NOTE ON CONC. COLLAR
SHEET NO. DWG. NO. W 1 5A DWG. BY PWC WATER RESOURCES
1 OF 1 DATE: JAN. 1, 2010 APPROVED BY JEG ENGINEERING DEPARTMENT
2010-W15A 2 VALVE INSTALLATION.,
5' MIN.
VARIES ~100 MAX. "RPZw/INSULATED
M ENCLOSURE PER PWC 1" NON -FREEZE YARD HYDRANT
O REQUIREMENTS. (PLACE (LOCATE PER APPROVED LIFT
A STATION SITE PLAN)
/-
_"x1" TAPPING SADDLE m O RPZ INSIDE FENCED LIFT
AND BALL m 0 STATION SITE)
CORPORATION STOP. 18" - A
m
1" :YPEK COPPER
1" TYPE K COPPER STANDARD PWC 1" TYPE K COPPER
WATER METER BOX.
PER DETAIL W.24 PLAN VIEW
1" NON -FREEZE YARD
HYDRANT (LOCATE
PER APPROVED LIFT
STATION SITE PLAN)
METER BOX SET 1/4" 6x6- W1.4xW1.4 WWF
ABOVE GRADE 1°RPz w/INSULATED
ENCLosURE. PER PVVC
LAC 18" MIN. 4.
REQU IREMENTS (PLACE RPZ
VARIES wsIDE FENCED LIFT STATION
(SHED GRADE o SITE)
n y-L__
NT �,:"t T sf MAI" r;;'
,,. EQ. EQ. o ..
-�' p 1 BRASS
m •• BRASS 30" MIN. 30" MIN. 1" T
z_ CONC. CURB "� MIN. -
z & GUTTER 10" MAX.
19
1" TYPE K SOFT COPPER
�E CONCRETE PAD
� 1" BRASS MIP x PACK #57 OR #5 WASHED
V TYPE K COPPER JOINT ADAPTER STONE (MIN. 1 CF)
"n"dFJ' 1" TYPE
IjKCOPPER\ 1" BRASS MIP x PACK
JOINT ADAPTER
PROFILE VIEW
NOTES:
1. INSTALLATION SHALL BE IN ACCORDANCE 2. REFER TO APPROVED LIFT STATION SITE
WITH PWC STANDARDS AND APPROVED BY PLAN FOR EXACT LOCATIONS.
THE PWC PROJECT COORDINATOR.
PUBLIC WORKS COMMISSION NO. DATE REVISION
YARD HYDRANT INSTALLATION FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W.27 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JULY 01, 2010 APPROVED BY J.E.G. DEPARTMENT
2009-W27 YARD HYDRANT INSTALLATION.
409 Chicago Drive - 5uife 112
FayeffeviLLe, NorEh Carolina 28506
Fax: [phone]T/7\��\\
License Number: C-2554 �
\
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4P,51TE
oLu T ioN iNC
,
f
A EDq NEE2INC/' A.hL12VEYING A GP.h A CON.hTRIJCTION LAYOUT h,
REVISIONS
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PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
WATER DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-702

1. CLEANOUT ELEVATIONS AND/OR LOCATIONS MAY BE ADJUSTED IN THE FIELD
AS DIRECTED BY THE ENGINEER WHEN NECESSARY. CLEANOUT STACK TOP
ELEVATION IS DETERMINED BY INTERPOLATING FIELD DATA AND MAY NOT BE
EXACT. CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH THE
PUBLIC WORKS COMMISSION TYPICAL DETAIL. (NO SEPARATE PAYMENT).
2. WHERE SANITARY SEWER MAINS ARE TO BE CONSTRUCTED WITHIN 20' OF
EXISTING RESIDENCES SPECIAL CONSIDERATION SHALL BE GIVEN TO MINIMIZE
UNDERMINING OR OTHERWISE DISTURBING EXISTING RESIDENCES ADJACENT
TO THE SEWER MAIN. THE CONTRACTOR SHALL USE A RUBBER TIRED BACK
HOE AND NO MECHANICAL COMPACTION EQUIPMENT IN THESE AREAS. THE
TRENCH SHALL BE SHORED ADEQUATELY TO PREVENT ANY SLOTH ING OF THE
SIDE SLOPES. SUITABLE BACK FILL SHALL BE PLACED IN THE TRENCH.
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND FOLLOW
RECOMMENDATIONS. CONSTRUCTION METHODS AND MEASURES SHALL BE IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT AND RECOMMENDATIONS.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR OF STRUCTURES,
FOUNDATIONS, FOOTINGS, ETC. DAMAGED DUE TO CONSTRUCTION.
3. SANITARY SEWER MANHOLE DEFLECTION ANGLE'S ARE 180 DEGREES UNLESS
NOTED OTHERWISE. ALL INVERT ELEVATIONS ARE SHOWN TO THE MANHOLE
CENTERLINE.
GENERAL NOTES PUBLIC WORKS COMMISSION NO DATE REVISION
SANITARY SEWER UTILITY FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. S DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 1 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010.51 SEWER NOTES.DWG
23 1/2" V. NOTES:
-j 3/4" 1. DETAIL TO BE USED IN PAVED AREAS ONLY. ALL OTHER
' .... MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL S.6,
F UNLESS OTHERWSE APPROVED.
4" ,' 2. MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY
:f _ CAST IRON CONFORMING TO ASTM SPEC. A48-83 CL 30/35
-`- -'v N FRAME A48-83,CL 30 RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER.
1-11-1111111111- .�` c. ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
N
DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND PERFECT
r
WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND
TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR
'' STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED.
..
3. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE THE
LETTERS "PWC -FAY -NC" AND "SANITARY SEWER" CAST INTO
� COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE.
COVER BACK COVER SECTION FRAME PLAN 4. MANHOLE RING AND COVER SHALL W THSTAND H-20
VEHICULAR TRAFFIC. ROCKING COVERS SHALL NOT BE
ACCEPTABLE.
---{ �- 1/2" 5. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% RING 175 LBS.,
COVER 135 LBS, UNIT 310 LBS.
COVER 6. PERFORATED COVERS WILL NOT BE ALLOWED.
3/4 25"
23.75"
PICK SLOT DETAIL 12.5" 12" MIN.
2" MIN
@FINAL
3/8 GRADE
22" 2" MIN.
P
4
FRAME n BED OF CLEAN FRESH
I TAR}�G MORTAR(TYP)
" ,..,.. 31"
11
c7 CONCRETE COLLAR -PAVED AREAS
D "' 8"min THICKNESS 3000 PSI CLASS "A"
CONCRETE COLLAR 3-6% AIR
sB Cl ENTRAINMENT ALL AROUND FRAME.
I, (WHEN UTILIZING CONCRETE GRADE
N RINGS THE CONCRETE COLLAR SHALL
EXTEND TO 2"min BELOW THE TOP OF
COVER A48-83,CL 35 CONE.)
COVER FACE COLLAR NON -TRAFFIC AREAS
STANDARD TRAFFIC AREA MANHOLE NO. DATE REVISION
RING AND COVER PUBLIC WORKS COMMISSION 1. JAN 05 CHANGED NON TRAFFIC DETAIL
FAYETTEVILLE, N.C.
N.T.S. 2. JULY 06 ADDED NOTE ON CONC. COLLAR
SHEET NO. I
DWG. NO. S,7 I
DWG. BY PWC WATER RESOURCES 3. FEB 07 REMOVED NON TRAFFIC AREA
REVISED NOTES
1 OF 1 DATE: JAN. 1, 2010 APPROVED BY JEG ENGINEERING DEPARTMENT
4. JULY 08 REVISED ASPHALT THICKNESS
2010.57 RI NG COVE R. DWG
10' MIN. HORIZONTAL
MANHOLE SIZE
MIN. WALL THICKNESS
SEPARATION BETWEEN WATER
WATER MAIN
10' MIN. HORIZONTAL
AND SEWER OD TO OD
5"
�
SEPARATION BETWEEN WATER
24" - 36"
PWC RING AND COVER.
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
Ir EXISTING
AND SEWER OD TO OD
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
72" DIAMETER
OF RING AND COVER
UNDERGROUND
8"
MANHOLE IS NOT ACCEPTABLE.
THE DESIRED SIZE OF THE STEP. STEPS
XGA ELECTRIC
CLEANOUT SHALL BE SET
WATER MAIN
EXISTING STORM DRAIN
18" MINIMUM SEPARATION.
MAY BE ACCEPTABLE PROVIDED
�
EX GAS
BETWEEN BOTTOM OF WATER
ONC. GRADE RING
c TO ELEV. INDICATED ON PLANS
4. MATERIALS OF CONSTRUCTION AND
AND TOP OF SAN SEWER 0 D
� OR (1) 2" GRADE ® SEALANT OR RUBBER MANUFACTURER
I
EX. UNDERGROUND
12"CROSSING
MINIMUM SEPARATION
AND ASTM C-478.
IN ACCORD WTH
13. PROPYLENE COATED
ELECTRIC
BE
BETWEEN BOTTOM OF STORM
24" SEAL INSIDE AND OUTSIDE STEP OVER INVERT
Q
REQUIREMENTS FOR UNDERGROUND
ECCENTRIC REDUCER
Z1
�� wz JOINT OF JOINT WITH FAST SET OUT SEE STEP DETAIL.
AND TOP OF SAN SEWER.
ELECTRICAL CROSSINGS
00 D W SEALER MORTAR SMOOTH FINISH
}}
OTHERWISE, LATERAL SHALL SEWER
1
w LIFT HOLES THAT EXTEND THRU
u CROSSING IN ACCORD WTH
REQUIREMENTS FOR UNDERGROUND
BE
THE WALL SHALL BE SEALED
r
ELECTRICAL CROSSINGS
EXISTING
18" MINIMUM SEPARATION
IL
� HOLES THAT HAVE PVC CAPS
STORM DRAIN
BETWEEN BOTTOM OF GAS
­�- CLEANOUT SHALL BE SET
S $ I # :
AND TOP OF SAN SEWER
TO ELEV. INDICATED ON PLANS
SEWER
N SEE CHART GROUT SEALANT.
MAIN
18" MINIMUM SEPARATION
�
1
BETWEEN BOTTOM OF GAS
DWG. BY PWC
AND TOP OF SAN SEWER
18" MINIMUM SEPARATION
"' HEIGHT OF OUTLET PIPE. SEE
§
BETWEEN BOTTOM OF WATER
12" MINIMUM SEPARATION
10' MIN. HORIZONTAL
SEAL AROUND PIPE
AND TOP OF SAN SEWER
BETWEEN BOTTOM OF STORM
SEPARATION BETWEEN WATER
AND SEWER OD TO OD
WATER MAINIr
X GAS
AND TOP OF SAN. SEWER.
OTHERW SE LATERAL TO BE D.I.
6" MIN. COMPACTED NO
1. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN
7 ' 57 STONE
FLEXIBLE EPDM
EXISTING
ACCORDANCE WITH STATE REGULATIONS.
RUBBER BOOT
:I
UNDERGROUND
SEAL ANNULUS AROUND UNDISTURBED
SUBGRADE
NO 57 STONE
ELECTRIC
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
18" MINIMUM SEPARATION 11
NON -SHRINK GROUT.
CLEANOUT SHALL BE SET
ONLY.
BETWEEN BOTTOM OF WATER
PUBLIC WORKS COMMISSION
0
TO ELEV. INDICATED ON PLANS
REVISION
AND TOP OF SAN SEWER
FAYETTEVILLE, N.C.
3
3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL
1. FEB 07
EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT
SHEET NO.
DWG. NO. S 2
CROSSING IN ACCORD WTH
EACH CROSSING PRIOR TO CONSTRUCTION OF LATERAL TO
SO
REQUIREMENTS FOR UNDERGROUND
INSURE PROPER CLEARANCES ARE MAINTAINED.
ELECTRICAL CROSSINGS
ENGINEERING DEPARTMENT
4. ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS
SEWER
INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
MAIN
COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING
18" MINIMUM SEPARATION
THE LATERAL FROM THE MAIN.
EXISTING
BETWEEN BOTTOM OF GAS
STORM DRAIN
AND TOP OF SAN SEWER
5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
12" MINIMUM SEPARATION
SHALL BE APPLICABLE.
BETWEEN BOTTOM OF SEWER
AND TOP OF STORM.
6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR
ADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND
ELECTRICAL FACILITIES.
SEWER SERVICE LATERAL
NO DATE REVISION
UTILITY CONFLICT SEPARATION
PUBLIC WORKS COMMISSION
DWG. NO. S 3
DWG. BY PWC
FAYETTEVILLE, N.C.
SHEET NO.
REQUIREMENTS
1 OF 1
DATE JAN. 01, 2010
1. JAN 05 REVISED NOTES 1 AND
SHEET NO.
DWG. NO. S.12
I
DWG. BY PWC
WATER RESOURCES
2. NOV 06 ADDED NOTE ON DI LATERALS
1 OF 1
DATE JAN 1, 2010
APPROVED BY
ENGINEERING DEPARTMENT
2010-S12 UTIL CONFLICT.DWG
NOTES:
1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
2. RECOMMENDED SLAB SIZE SEE APPLICABLE DRAWINGS.
AND MANUFACTURERS' RECOMMENDATIONS.
3. SEE CROSS CONNECTION CONTROL NOTES FOR
ADDITIONAL REQUIREMENTS.
BOX
EXTERI R WALL INSULATION
WALL
INSULATION s
rIt
may... 11 ... t CONCRETE
EXTERIOR-\\FOOTE "w';
y... ...1 ... ... ...4 OR SLAB j F
WALL
,,,,,, NYLOCK
{ NUT GRAD AV
ANCHOR
IN
Er
`.. r - hlllll�.:
SLOTTED :" _
ANCHORS ALL:
FOR VERTICAL Ji I..#f:::
ADJUSTMENT ,`
MIN. r
PUBLIC WORKS COMMISSION NO DATE REVISION
ENCLOSURE ANCHOR INSTALLATION FAYETTEVILLE, N.C.
SHEET NO. I
DWG. NO. BFP.23 I
DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 1 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-BFP3 BOX ANCHOR.DWG
IIIIIIIIIIIIIIIIIIIIIIIII
PIPE SIZES
MANHOLE SIZE
MIN. WALL THICKNESS
MIN. REINF. STEEL
MIN. BASE THICKNESS
21" &LESS
48" DIAMETER
5"
ASTM A-185 0.12 SQ./IN.
6"
24" - 36"
PWC RING AND COVER.
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
ASTM A-185 0.15 S ./IN.
Q
SEE DETAIL 2 TYPES
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
72" DIAMETER
OF RING AND COVER
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6' DIAMETER.
8"
MANHOLE IS NOT ACCEPTABLE.
THE DESIRED SIZE OF THE STEP. STEPS
SECTION "A -A"
APPV'D)
CAST IRON FRAME 1,
COVER SEE DETAIL
MAY BE ACCEPTABLE PROVIDED
MATERIAL SUBMITTAL IS APPROVED
®
ONC. GRADE RING
FLEXIBLE BUTYL RESIN
MAX. (3) 4", (2) 6",
4. MATERIALS OF CONSTRUCTION AND
MAX. (3) 4", (2) 6" OR (1)
� OR (1) 2" GRADE ® SEALANT OR RUBBER MANUFACTURER
I
2". SEE NOTE 13.
N E RINGS SEE NOTE ® GASKET JOINT. INSTALLED POLY
AND ASTM C-478.
CFR RATFf1 TR FA f1C 1A/If1F FN(ll I[;H T(7
13. PROPYLENE COATED
o
24" SEAL INSIDE AND OUTSIDE STEP OVER INVERT
Q
ECCENTRIC REDUCER
Z1
�� wz JOINT OF JOINT WITH FAST SET OUT SEE STEP DETAIL.
I
00 D W SEALER MORTAR SMOOTH FINISH
IF
N
w LIFT HOLES THAT EXTEND THRU
THE WALL SHALL BE SEALED
OINT SEALER
z WITH NON -SHRINK GROUT. LIFT
�
� HOLES THAT HAVE PVC CAPS
0 - z THAT DO NOT EXTEND THRU THE
S $ I # :
--SEAL LIFT HOLES
48" MIN. WALL SHALL NOT REQUIRE
N SEE CHART GROUT SEALANT.
SEE NOTE 5 FOR
�
1
FLEX. BOOT CONC. BRICK AND MORTAR
DWG. BY PWC
CONNECTOR INVERT PLACED IN FIELD TO 3/4
"' HEIGHT OF OUTLET PIPE. SEE
§
1 JOINT SEALER
> SHELF DETAIL.
SEAL AROUND PIPE
REINFORCING SEE CHART ABOVE
EE SHELF DETAIL
SEE CHART --I---SEE NOTE 3
DATE JAN 1, 2010
APPROVED BY J.E.G.
6" MIN. COMPACTED NO
o
7 ' 57 STONE
FLEXIBLE EPDM
RUBBER BOOT
:I
SANITARY SEWER (OUT)
SEAL ANNULUS AROUND UNDISTURBED
SUBGRADE
NO 57 STONE
PIPE AT ENTRANCE WTH
Q
DWG. BY
NON -SHRINK GROUT.
I
�
2 JULY 08
PUBLIC WORKS COMMISSION
1 OF 1
NO. DATE
REVISION
STANDARD MANHOLE
FAYETTEVILLE, N.C.
3
1. FEB 07
CREATED S.2A ADDED NOTES 13-17
SHEET NO.
DWG. NO. S 2
DWG. BY PWC
WATER RESOURCES
DATE JAN.01, 2010
APPROVED BY J.E.G.
1 OF 1
ENGINEERING DEPARTMENT
PIPE SIZES
MANHOLE SIZE
MIN. WALL THICKNESS
MIN. REINF. STEEL
MIN. BASE THICKNESS
21" &LESS
48" DIAMETER
5"
ASTM A-185 0.12 SQ./IN.
6"
24" - 36"
60" DIAMETER
6"
ASTM A-185 0.15 S ./IN.
Q
8"
42"
72" DIAMETER
7"
ASTM A-185 0.15 SQ./IN.
8"
2010.52 STANDARD MANHOLE.DWGFY
NOTES:
1/2" GRADE 60 1. COPOLYMER POLYPROPYLENE PLASTIC
STEEL REINFORCEMENT STEP SHALL BE PLACED 16" O.C.
IN ALL STRUCTURES 5' DEPTH OR
fGREATER.
2. STEPS SHALL BE INSTALLED BY
2010.58 STEP.DWG
NOTES:
1. ALL EXCAVATIONS SHALL COMPLY WTH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
SEE PAVT PATCH DETAIL FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
LAST 3OF FILL IN PAVED AREAS FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
L
COMPACTED TO 95% MAX. DENSITY ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL
. �ylF AS DETERMINED BY ASTM D698 ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK.
2. BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED
�;x.,.1�O.o ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
I F l : BE INSTALLED REGARDLESS OF PIPE MATERIAL.
I.."I=.."I..".I."=.I.".."I 1.......1.....1........1....1...... FOR 48"RCP/DI
B 6 D=6
1 r- FOR 42' RCP/DIB 6 D=5 6"
.. FOR 30" RCP/DIB 4 6', D-4'-6"
FOR 24" RCP/DIB 4 D=4 0"
- ll l 1 :, _E. 1.11
1M FOR 18" PVC/DIB 3 D=3
_ FOR 15" PVC/DIB 3 D=3
UNDISTURBED SOIL � N .._® N FOR 12" PVC/DIB 2 D=3'_0..
U FOR 8' PVC/DI B-2, D=3'-0"
W
C, p 3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
BACKFILL SHALL BE PLACED IN Z PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
6" LAYERS AND COMPACTED w PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR
TO 90% MAXIMUM DENSITY AS + cn THE FULL WIDTH OF THE TRENCH.
DETERMINED BY ASTM D698
TO 12" ABOVE TOP OF PIPE DIA/2 4. BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
CLASS B BEDDING.
SELECT BEDDING MATERIAL
NO OVERAGE ALLOWED SEE FOR 8" PIPE .067yd3/ft. OF PIPE
NOTE 4 - - - - � FOR 12" PIPE .09yd3/ft. OF PIPE
(MIN 4') FOR 15" PIPE. 1 lyd3/ft. OF PIPE
MAX (DIA/2) FOR 18" PIPE .13yd3/ft. OF PIPE
SUBBASE SHALL BE UNDISTURBED FOR 24" PIPE .15yd3/ft. OF PIPE
SOIL. WHERE SOIL IS DEEMED � FOR 30 PIPE .19 d3/ft. OF PIPE
UNSUITABLE BY THE PWC PROJ. REP. PIPE DIA FOR 36" PPE .25yd3/ft. OF PIPE
AUTHORIZED AREA SHALL BE UNDERCUT FOR 42" PIPE .32yd3/ft. OF PIPE
AND BACKFILLED WITH SELECT BEDDING FOR 48" PIPE .36yd3/ft. OF PIPE
MATERIAL. AREAS NOT AUTHORIZED B
5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
AS UNDERCUT SHALL BE BACKFILLED SEE NOTES 1 & 2. WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
AT CONTRACTORS EXPENSE WTH WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
SELECT BEDDING MATERIAL. THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY.
6. BEDDING MATERIAL SHALL BE PROPERLY RODDED AROUND
THE PIPE HAUNCHES.
7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH
SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
PUBLIC WORKS COMMISSION NO DATE REVISION
SEWER BEDDING FAYETTEVILLE, N.C.
N.T.S � 1 JAN 05 REVISED NOTES
SHEET NO. DWG. NO. 5.13 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
HEATER
ANCHOR PAD (TYP)
N
70
FIBERGLASS ENCLOSURE
REAR LID SEAM
�O FRONT LID SEAM
NOTES:
FRONT LID
SEAM
GAS
(TYP.
FRO[
SEAP
1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
2. RECOMMENDED SLAB SIZE : 82"L x 38"W x 4"
MINIMUM THICKNESS. 3000 PSI REINF .CONCRETE W/WVVM.
3. THE ENCLOSURE IS DESIGNED AS A FLIP -TOP TO
ASSURE EASIER ACCESS AND MAINTENANCE. CONCRI
4. HEAT SHALL BE PROVIDED BY A 1000W, 120V, SLAB M
SINGLE-PHASE UNIT. ABOVE
2010.513 SEWER BEDDING.DWGLD
CONTINUOUS HINGE
AT REAR
LIFT HANDLE
(TYP.) ---_
2)
FIBERGLASS FLIP -TOP ENCLOSURE PUBLIC WORKS COMMISSION No DATE REVISION
1"AND 2" ASSEMBLIES FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. BFP.4 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-BFP4 CCFLIPTOP.dwg
STA
6-
NOTES
`SEE SHELF DETAIL 9. SEE STANDARD MANHOLE DETAIL FOR
ADDITIONAL REQUIREMENTS.
-
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SECTION A -A �
CONSTRUCT INVERT IN 48" MIN.
ACCORDANCE WITH PWC - .
STANDARDS o
CONCRETE INVERT AND
BASE PLACED IN FIELD NEW
TO BOTTOM OF PIPE. SANITARY
SEE SHELF DETAIL FOR SEWERo
SHELF CONSTRUCTION. z
2 NON -SHRINK SEE SHELF DETAIL
-:11
GROUT
FLEXIBLE RUBBER BOOT ry U=T (SOLID BRICK& MORTAR)
FASTENED W/ T304 STAINLESS SEAL ANNULUS OVER
STEEL KORBAND TO MH �-
AND AROUND PIPE AT REINFORCING TO MEET
T-300 STAINLESS STEEL DOGHOUSE WITH SOLID 1.5D MAX. ASTM A-185 0.12 SQ. IN.
PIPE CLAMP BRICK AND MORTAR z � 8" MIN. IF FORMED,
g g IF UNFORMED EXTEND
NEW SANITARY SEWER � ¢ Q�TO UNDISTURBED SOIL
AND UP TO SPRING LINE
- OF PIPE
MANHOLE BASE SECTION M ;
SHALL BE SUPPORTED ON MONOLITHIC POUR OF CONCRETE
4"x8"x16" SOLID CONCRETE EXIST. SANITARY __ -- INVERT AND BASE PLACED IN
BLOCKS STACKED 2 HIGH SEWER OUT FIELD TO BOTTOM OF PIPE.
t 6" MIN. COMPACTED
REMOVE EXISTING TOP OF 6x6-W8xW8 WWM .. j '. N057 STONE
PIPE ABOVE SPRING LINE AFTER BASE ONLY `;
ACCEPTANCE OF MANHOLE BASE BY , • jIy}' E ""-~-�; ;, p. �SEAL ANNULUS OVER AND
PWC. CONTRACTOR SHALL SAW CUT 6" MIN. COMPACTED AROUND PIPE AT DOGHOUSE
AND REMOVE EXISTING PIPE CROWN NO 57 STONE WITH SOLID BRICK AND MORTAR
UNDISTURBED
TO FORM OPEN INVERT TROUGH. 4"x8"x16" SOLID CONCRETE SUB GRADE
NO DEBRIS SHALL BE ALLOWED BLOCKS STACKED 2 HIGH 6x6-W8xW8 WWM
TO ENTER SANITARY SEWER • • • •.. • • • • ••••••••••••
SECTION B -B BASE ONLY
No DATE REVISION
DOGHOUSE MANHOLE PUBLIC WORKS COMMISSION
N.T.S.
CHRIS
1. MANHOLE MEETS ALL REQ.
5. A DROP STRUCTURE SHALL BE
OF ASTM C478.
PLACED WHERE PIPE VERTICAL
2. CONCRETE IS MINIMUM 4000 PSI
SEPARATION BETWEEN INVERTS
COMPRESSIVE STRENGTH.
EXCEEDS 2.50'. USE 5' DIAMETER
MANHOLES WHEN DROP STRUCTURES
3. MATERIAL USED TO SEAL AROUND
ARE NEEDED.
PIPE SHALL BE NON -SHRINK GROUT.
MANUFACTURER AND SHALL BE
ALIGNED OVER STRUCTURE INVERT
4. MANHOLE SHALL BE CONSTRUCTED
OUT.
OF PRECAST CONCRETE. FIBERGLASS
3. DIMENSIONS SHOWN ARE TO CONVEY
MANHOLE IS NOT ACCEPTABLE.
THE DESIRED SIZE OF THE STEP. STEPS
SECTION "A -A"
OF SIMILAR SIZE AND CONSTRUCTION
0
MAY BE ACCEPTABLE PROVIDED
MATERIAL SUBMITTAL IS APPROVED
®
BY PWC.
4. MATERIALS OF CONSTRUCTION AND
®
METHOD OF INSTALLATION SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS
AND ASTM C-478.
CFR RATFf1 TR FA f1C 1A/If1F FN(ll I[;H T(7
2010.58 STEP.DWG
NOTES:
1. ALL EXCAVATIONS SHALL COMPLY WTH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
SEE PAVT PATCH DETAIL FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
LAST 3OF FILL IN PAVED AREAS FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
L
COMPACTED TO 95% MAX. DENSITY ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL
. �ylF AS DETERMINED BY ASTM D698 ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK.
2. BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED
�;x.,.1�O.o ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
I F l : BE INSTALLED REGARDLESS OF PIPE MATERIAL.
I.."I=.."I..".I."=.I.".."I 1.......1.....1........1....1...... FOR 48"RCP/DI
B 6 D=6
1 r- FOR 42' RCP/DIB 6 D=5 6"
.. FOR 30" RCP/DIB 4 6', D-4'-6"
FOR 24" RCP/DIB 4 D=4 0"
- ll l 1 :, _E. 1.11
1M FOR 18" PVC/DIB 3 D=3
_ FOR 15" PVC/DIB 3 D=3
UNDISTURBED SOIL � N .._® N FOR 12" PVC/DIB 2 D=3'_0..
U FOR 8' PVC/DI B-2, D=3'-0"
W
C, p 3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
BACKFILL SHALL BE PLACED IN Z PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
6" LAYERS AND COMPACTED w PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR
TO 90% MAXIMUM DENSITY AS + cn THE FULL WIDTH OF THE TRENCH.
DETERMINED BY ASTM D698
TO 12" ABOVE TOP OF PIPE DIA/2 4. BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
CLASS B BEDDING.
SELECT BEDDING MATERIAL
NO OVERAGE ALLOWED SEE FOR 8" PIPE .067yd3/ft. OF PIPE
NOTE 4 - - - - � FOR 12" PIPE .09yd3/ft. OF PIPE
(MIN 4') FOR 15" PIPE. 1 lyd3/ft. OF PIPE
MAX (DIA/2) FOR 18" PIPE .13yd3/ft. OF PIPE
SUBBASE SHALL BE UNDISTURBED FOR 24" PIPE .15yd3/ft. OF PIPE
SOIL. WHERE SOIL IS DEEMED � FOR 30 PIPE .19 d3/ft. OF PIPE
UNSUITABLE BY THE PWC PROJ. REP. PIPE DIA FOR 36" PPE .25yd3/ft. OF PIPE
AUTHORIZED AREA SHALL BE UNDERCUT FOR 42" PIPE .32yd3/ft. OF PIPE
AND BACKFILLED WITH SELECT BEDDING FOR 48" PIPE .36yd3/ft. OF PIPE
MATERIAL. AREAS NOT AUTHORIZED B
5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
AS UNDERCUT SHALL BE BACKFILLED SEE NOTES 1 & 2. WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
AT CONTRACTORS EXPENSE WTH WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
SELECT BEDDING MATERIAL. THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY.
6. BEDDING MATERIAL SHALL BE PROPERLY RODDED AROUND
THE PIPE HAUNCHES.
7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH
SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
PUBLIC WORKS COMMISSION NO DATE REVISION
SEWER BEDDING FAYETTEVILLE, N.C.
N.T.S � 1 JAN 05 REVISED NOTES
SHEET NO. DWG. NO. 5.13 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
HEATER
ANCHOR PAD (TYP)
N
70
FIBERGLASS ENCLOSURE
REAR LID SEAM
�O FRONT LID SEAM
NOTES:
FRONT LID
SEAM
GAS
(TYP.
FRO[
SEAP
1. ALL DIMENSIONS ARE APPROXIMATED IN INCHES.
2. RECOMMENDED SLAB SIZE : 82"L x 38"W x 4"
MINIMUM THICKNESS. 3000 PSI REINF .CONCRETE W/WVVM.
3. THE ENCLOSURE IS DESIGNED AS A FLIP -TOP TO
ASSURE EASIER ACCESS AND MAINTENANCE. CONCRI
4. HEAT SHALL BE PROVIDED BY A 1000W, 120V, SLAB M
SINGLE-PHASE UNIT. ABOVE
2010.513 SEWER BEDDING.DWGLD
CONTINUOUS HINGE
AT REAR
LIFT HANDLE
(TYP.) ---_
2)
FIBERGLASS FLIP -TOP ENCLOSURE PUBLIC WORKS COMMISSION No DATE REVISION
1"AND 2" ASSEMBLIES FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. BFP.4 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-BFP4 CCFLIPTOP.dwg
STA
6-
NOTES
`SEE SHELF DETAIL 9. SEE STANDARD MANHOLE DETAIL FOR
ADDITIONAL REQUIREMENTS.
-
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SECTION A -A �
CONSTRUCT INVERT IN 48" MIN.
ACCORDANCE WITH PWC - .
STANDARDS o
CONCRETE INVERT AND
BASE PLACED IN FIELD NEW
TO BOTTOM OF PIPE. SANITARY
SEE SHELF DETAIL FOR SEWERo
SHELF CONSTRUCTION. z
2 NON -SHRINK SEE SHELF DETAIL
-:11
GROUT
FLEXIBLE RUBBER BOOT ry U=T (SOLID BRICK& MORTAR)
FASTENED W/ T304 STAINLESS SEAL ANNULUS OVER
STEEL KORBAND TO MH �-
AND AROUND PIPE AT REINFORCING TO MEET
T-300 STAINLESS STEEL DOGHOUSE WITH SOLID 1.5D MAX. ASTM A-185 0.12 SQ. IN.
PIPE CLAMP BRICK AND MORTAR z � 8" MIN. IF FORMED,
g g IF UNFORMED EXTEND
NEW SANITARY SEWER � ¢ Q�TO UNDISTURBED SOIL
AND UP TO SPRING LINE
- OF PIPE
MANHOLE BASE SECTION M ;
SHALL BE SUPPORTED ON MONOLITHIC POUR OF CONCRETE
4"x8"x16" SOLID CONCRETE EXIST. SANITARY __ -- INVERT AND BASE PLACED IN
BLOCKS STACKED 2 HIGH SEWER OUT FIELD TO BOTTOM OF PIPE.
t 6" MIN. COMPACTED
REMOVE EXISTING TOP OF 6x6-W8xW8 WWM .. j '. N057 STONE
PIPE ABOVE SPRING LINE AFTER BASE ONLY `;
ACCEPTANCE OF MANHOLE BASE BY , • jIy}' E ""-~-�; ;, p. �SEAL ANNULUS OVER AND
PWC. CONTRACTOR SHALL SAW CUT 6" MIN. COMPACTED AROUND PIPE AT DOGHOUSE
AND REMOVE EXISTING PIPE CROWN NO 57 STONE WITH SOLID BRICK AND MORTAR
UNDISTURBED
TO FORM OPEN INVERT TROUGH. 4"x8"x16" SOLID CONCRETE SUB GRADE
NO DEBRIS SHALL BE ALLOWED BLOCKS STACKED 2 HIGH 6x6-W8xW8 WWM
TO ENTER SANITARY SEWER • • • •.. • • • • ••••••••••••
SECTION B -B BASE ONLY
No DATE REVISION
DOGHOUSE MANHOLE PUBLIC WORKS COMMISSION
N.T.S.
CHRIS
1. MANHOLE MEETS ALL REQ.
5. A DROP STRUCTURE SHALL BE
OF ASTM C478.
PLACED WHERE PIPE VERTICAL
2. CONCRETE IS MINIMUM 4000 PSI
SEPARATION BETWEEN INVERTS
COMPRESSIVE STRENGTH.
EXCEEDS 2.50'. USE 5' DIAMETER
MANHOLES WHEN DROP STRUCTURES
3. MATERIAL USED TO SEAL AROUND
ARE NEEDED.
PIPE SHALL BE NON -SHRINK GROUT.
6. WITH THE EXCEPTION OF THE
4. MANHOLE SHALL BE CONSTRUCTED
MANHOLE BASE SECTION, ALL
OF PRECAST CONCRETE. FIBERGLASS
OTHER MATERIALS, INSTALLATION
MANHOLE IS NOT ACCEPTABLE.
AND WORKMANSHIP SHALL BE
3
IN ACCORDANCE WITH THE PWC
0
STANDARD MANHOLE DETAILS.
7. DOGHOUSE MANHOLE SHALL BE FREE
®
OF LEAKS AND HAVE NO SIGNS OF
VISIBLE LEAKAGE.
®
8. MANHOLES GREATER THAN 12' IN DEPTH
SHALL HAVE MIN. 6" EXTENDED BASE.
2010.53 DOGHOUSE MH (REV_1-09).DWG
TAPPING SADDLE WITH STRAP
5' MIN. SINGLE WIDE AND ALIGNMENT FLANGE.
STAINLESS SEE NOTES #$9,100N 5.11
STEEL STRAP
EXTEND STACK 18" MIN. ABOVE 1'- 6"
GRADE WITH GLUE CAP FOR (TYP.) z
4" OR 6" TESTING, AFTER TEST ARE -
FLOW ACCEPTED ADJUST STACK TO >
INLET PROPER GRADE AND INSTALL � ~
PERMANENT CLEANOUT CAP OMJ PLUG
FOR AIR OR
f a
PVC SDR -26 TEE OR DI
,P ASSEMBLY VARIES O
�
SEE NOTE # 9 5.11 N fp 2 a
CAP SHALL HAVE 2"
TEE CONNECTION •••°° �; nRensn�oslTnLFLF'Be Z
OPTIONAL RISER SHALL BE SDR 26 PVC � SET AT GRADE IN PAVED �
TAPPING SADDLE EXCEPT IT SHALL BE D.I. IF THE � AREAS
OPTIONAL LATERAL ITSELF IS DUCTILE IRON PERMANENT ASSY
NOTE: TAP SHALL BE 4 1/2" SEE CLEANOUT CAP ASSY
FOR 4" LATERAL, AND
SHALL BE 6 1/2" FOR 6"
STONELSHALL BE pR1j4"PFO��OS pOR� - REMAINAT OR
(TO
EXTENDED TO BED g�0 POS "'j j "
LATERAL CONNECTION M\N•• p6RF S AA• ........., L"""�'" _ i. i PROPERTY IONE � OR
FROM UNDISTURBED SOIL AI�%NO.�EgDES P\�• ,I
f I I
s _ I I I r � ��� �: I I J. PVC SDR262
O I I lf � � � � �� �. I j :£ I � � � � III .: PIECE GASKETED
+ ...� .... ION OR
®� I- ....:. �-
� I j I .# 1 I I �-� MOECH JOINT
THREADED SLOTTED , � � �
# j # j
CAST IRON PLUG I I I 1-=l 1 I � I 1 : I I I : I I 1 I #- FITTINGS IF D.I.
jj Ijjj {{ j j} jj j
..,� i --i I i .. �_ ..I I II.� - v. ii � _ i I i.•....... ;1 ......III-
.:v. ` OTER21LON SE11
TRAFFIC CAP .li ,.......1€I.......il. ,.,....._€1€..........
I#. I#I 1 I 1# I 1 ���•
#
1. L�.. ., .I.L I .L.I, ,;,��UNDISTURBED SOIL
THREADED CAS T
IRON HUB T
4" MIN.
STAINLESS
STEEL HOSE
CLAMPS Aq"A.C./Dl TO 4" C.I./PLASTIC
MIN. 1/4" THICK EPDM COUPLING
FOSEWER
C/O CAP ASSEMBLY NOTES SEE DETAIL S.11ATERAL
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE REVISION
(4 -INCH AND 6 -INCH) FAYETTEVILLE, N.C. JAN 07 REVISED CONNECTION
1
DWG. NO. S. 1
SHEET NO.
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
SLOPE
8" OUT
0
SEAL AROUND PIPE
RING AND COVER AND STEP:
ALIGN OVER INVERT OUT
S $ I # :
- PVC, DEPENDING ON
LATERAL MATERIAL)
DWG. BY PWC
WATER RESOURCES
1 OF 1
DATE JAN 1, 2010
APPROVED BY J.E.G.
ENGINEERING DEPARTMENT
Q
DWG. BY
PWC
WATER RESOURCES
�
2 JULY 08
ADDED NOTES FOR 6" LATERALS
1 OF 1
DATE JAN. 1, 2010
APPROVED BY JEG
ENGINEERING DEPARTMENT
3
FAYETTEVILLE, N.C.
DWG. NO. S 3
DWG. BY PWC
SHEET NO.
WATER RESOURCES
1 OF 1
DATE JAN. 01, 2010
APPROVED BY J.E.G.
ENGINEERING DEPARTMENT
2010.53 DOGHOUSE MH (REV_1-09).DWG
TAPPING SADDLE WITH STRAP
5' MIN. SINGLE WIDE AND ALIGNMENT FLANGE.
STAINLESS SEE NOTES #$9,100N 5.11
STEEL STRAP
EXTEND STACK 18" MIN. ABOVE 1'- 6"
GRADE WITH GLUE CAP FOR (TYP.) z
4" OR 6" TESTING, AFTER TEST ARE -
FLOW ACCEPTED ADJUST STACK TO >
INLET PROPER GRADE AND INSTALL � ~
PERMANENT CLEANOUT CAP OMJ PLUG
FOR AIR OR
f a
PVC SDR -26 TEE OR DI
,P ASSEMBLY VARIES O
�
SEE NOTE # 9 5.11 N fp 2 a
CAP SHALL HAVE 2"
TEE CONNECTION •••°° �; nRensn�oslTnLFLF'Be Z
OPTIONAL RISER SHALL BE SDR 26 PVC � SET AT GRADE IN PAVED �
TAPPING SADDLE EXCEPT IT SHALL BE D.I. IF THE � AREAS
OPTIONAL LATERAL ITSELF IS DUCTILE IRON PERMANENT ASSY
NOTE: TAP SHALL BE 4 1/2" SEE CLEANOUT CAP ASSY
FOR 4" LATERAL, AND
SHALL BE 6 1/2" FOR 6"
STONELSHALL BE pR1j4"PFO��OS pOR� - REMAINAT OR
(TO
EXTENDED TO BED g�0 POS "'j j "
LATERAL CONNECTION M\N•• p6RF S AA• ........., L"""�'" _ i. i PROPERTY IONE � OR
FROM UNDISTURBED SOIL AI�%NO.�EgDES P\�• ,I
f I I
s _ I I I r � ��� �: I I J. PVC SDR262
O I I lf � � � � �� �. I j :£ I � � � � III .: PIECE GASKETED
+ ...� .... ION OR
®� I- ....:. �-
� I j I .# 1 I I �-� MOECH JOINT
THREADED SLOTTED , � � �
# j # j
CAST IRON PLUG I I I 1-=l 1 I � I 1 : I I I : I I 1 I #- FITTINGS IF D.I.
jj Ijjj {{ j j} jj j
..,� i --i I i .. �_ ..I I II.� - v. ii � _ i I i.•....... ;1 ......III-
.:v. ` OTER21LON SE11
TRAFFIC CAP .li ,.......1€I.......il. ,.,....._€1€..........
I#. I#I 1 I 1# I 1 ���•
#
1. L�.. ., .I.L I .L.I, ,;,��UNDISTURBED SOIL
THREADED CAS T
IRON HUB T
4" MIN.
STAINLESS
STEEL HOSE
CLAMPS Aq"A.C./Dl TO 4" C.I./PLASTIC
MIN. 1/4" THICK EPDM COUPLING
FOSEWER
C/O CAP ASSEMBLY NOTES SEE DETAIL S.11ATERAL
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE REVISION
(4 -INCH AND 6 -INCH) FAYETTEVILLE, N.C. JAN 07 REVISED CONNECTION
1
DWG. NO. S. 1
SHEET NO.
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
SLOPE
8" OUT
0
SEAL AROUND PIPE
RING AND COVER AND STEP:
ALIGN OVER INVERT OUT
S $ I # :
- PVC, DEPENDING ON
LATERAL MATERIAL)
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SLIDE DETAIL FOR LATERALS
ENTERING MANHOLE.
ALSO SEE DETAIL S.4
w 6" MIN FROM OUTSIDE OF
z � CORE TO OUTSIDE OF
= I CORE, AS MEASURED ON
O+I THE INTERIOR WALL
0
4" LATERAL
(LOCATION VARIES)
4" TROUGH
2010-510 RESSLAT.DWG
SHAPE FLOW CHANNEL TO
3/4 HEIGHT OF OUTLET PIPE
SHAPE FLOW CHANNEL TO SLOPE TOP OF CONCRETE
w SLOPE TOP OF CONCRETE _
3/4 HEIGHT OF OUTLET PIPE z SHELF (1:12 MIN/2:12 MAX) SHELF (1:12 MIN/2:12 MAX
z TOWARD TROUGH
¢ TOWARD TROUGH
_ I
NOTES w x.yrD3w....
A�,
1. MANHOLE AND CONNECTIONS SHALL BE 5. MANHOLE MEETS ALL REQ. OF ASTM 11. INTERIOR DROP STRUCTURE 16. AT TERMINAL MANHOLES, THE CROWN OF
IN ACCORDANCE WITH PWC STANDARD C478. REQUIRED WHERE VERTICAL SEPARATION THE LATERAL SHALL BE NO LOWER THAN THE
MANHOLE. BETWEEN INVERTS EXCEEDS 2.50'. SEE CROWN OF THE OUTGOING SEWER MAIN,
6. CONCRETE IS MINIMUM 4000 PSI INTERIOR DROP STRUCTURE DETAIL. UNLESS OTHERWISE APPROVED BY PWC.
2. BRICK USED FOR INVERT AND SHELF COMPRESSIVE STRENGTH.
CONSTRUCTION SHALL BE NCDOT 12. VERIFY SLIDE INSTALLATION WITH 17. NO MORE THAN 4, FOUR INCH LATERALS
STANDARD CONCRETE JUMBO BRICK, 7. MANHOLES GREATER THAN 12' IN DEPTH PROJECT COORDINATOR PRIOR TO OR 3, SIX INCH LATERALS SHALL ENTER A 4'
MEETING ASTM C55 GRADE J-11 EXCEPT SHALL HAVE MIN. 6" EXTENDED BASE. CONSTRUCTION. DIAMETER TERMINAL MANHOLE. NO MORE
ABSORPTION LESS THAN 10 LBS/CUFT. THAN 2 LATERALS (REGARDLESS OF SIZE)
8. SEE STANDARD MANHOLE DETAIL FOR 13. MANHOLE AND CONNECTIONS SHALL SHALL ENTER ALL OTHER 4' DIAMETER
3. MATERIAL USED TO SEAL AROUND PIPE ADDITIONAL REQUIREMENTS. BE IN ACCORDANCE WITH PWC STANDARD MANHOLES. ALL LATERALS SHALL HAVE AN
SHALL BE NON -SHRINK GROUT. MANHOLE DETAIL. INDIVIDUAL TROUGH. 5' DIAMETER
9. MORTAR SLIDE SHALL BE USED FOR MANHOLES SHALL BE USED IF THE ABOVE
4. MANHOLE SHALL BE CONSTRUCTED OF LESS THAN 1 FOOT SEPARATION BETWEEN 14. THE MINIMUM SLOPE ACROSS THE CONDITIONS ARE NOT MET.
PRECAST CONCRETE. FIBERGLASS INVERT OUT &INVERT OF INCOMING PIPE. INVERT OF THE MANHOLE SHALL BE 1%,
MANHOLE IS NOT ACCEPTABLE. UNLESS OTHERWISE APPROVED BY PWC. 18. NO MORE THAN 5 LATERALS SHALL ENTER
10. PIPE SLIDE REQ'D WHERE VERTICAL A 5' DIAMETER TERMINAL MANHOLE.
SEPARATION BETWEEN PIPE INVERTS IS 15. WHEN EXTENDING IN FUTURE,
GREATER THAN 1 'AND LESS THAN OR CONNECT TO EXISTING MH PER PWC 19. USE OF TEE-WYES ON LATERALS ISNOT
EQUAL T02.5'. STANDARDS. ALLOWED.
NO. DATE REVISION
TERMINAL MANHOLE PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C.
DWG. NO. S.20
SHEET NO.
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
SLOPE
8" OUT
0
SEAL AROUND PIPE
RING AND COVER AND STEP:
ALIGN OVER INVERT OUT
DWG. BY PWC
WATER RESOURCES
1 OF 1
DATE JAN 1, 2010
APPROVED BY J.E.G.
ENGINEERING DEPARTMENT
Q
DWG. BY
PWC
WATER RESOURCES
�
2 JULY 08
ADDED NOTES FOR 6" LATERALS
1 OF 1
DATE JAN. 1, 2010
APPROVED BY JEG
ENGINEERING DEPARTMENT
3
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SLIDE DETAIL FOR LATERALS
ENTERING MANHOLE.
ALSO SEE DETAIL S.4
w 6" MIN FROM OUTSIDE OF
z � CORE TO OUTSIDE OF
= I CORE, AS MEASURED ON
O+I THE INTERIOR WALL
0
4" LATERAL
(LOCATION VARIES)
4" TROUGH
2010-510 RESSLAT.DWG
SHAPE FLOW CHANNEL TO
3/4 HEIGHT OF OUTLET PIPE
SHAPE FLOW CHANNEL TO SLOPE TOP OF CONCRETE
w SLOPE TOP OF CONCRETE _
3/4 HEIGHT OF OUTLET PIPE z SHELF (1:12 MIN/2:12 MAX) SHELF (1:12 MIN/2:12 MAX
z TOWARD TROUGH
¢ TOWARD TROUGH
_ I
NOTES w x.yrD3w....
A�,
1. MANHOLE AND CONNECTIONS SHALL BE 5. MANHOLE MEETS ALL REQ. OF ASTM 11. INTERIOR DROP STRUCTURE 16. AT TERMINAL MANHOLES, THE CROWN OF
IN ACCORDANCE WITH PWC STANDARD C478. REQUIRED WHERE VERTICAL SEPARATION THE LATERAL SHALL BE NO LOWER THAN THE
MANHOLE. BETWEEN INVERTS EXCEEDS 2.50'. SEE CROWN OF THE OUTGOING SEWER MAIN,
6. CONCRETE IS MINIMUM 4000 PSI INTERIOR DROP STRUCTURE DETAIL. UNLESS OTHERWISE APPROVED BY PWC.
2. BRICK USED FOR INVERT AND SHELF COMPRESSIVE STRENGTH.
CONSTRUCTION SHALL BE NCDOT 12. VERIFY SLIDE INSTALLATION WITH 17. NO MORE THAN 4, FOUR INCH LATERALS
STANDARD CONCRETE JUMBO BRICK, 7. MANHOLES GREATER THAN 12' IN DEPTH PROJECT COORDINATOR PRIOR TO OR 3, SIX INCH LATERALS SHALL ENTER A 4'
MEETING ASTM C55 GRADE J-11 EXCEPT SHALL HAVE MIN. 6" EXTENDED BASE. CONSTRUCTION. DIAMETER TERMINAL MANHOLE. NO MORE
ABSORPTION LESS THAN 10 LBS/CUFT. THAN 2 LATERALS (REGARDLESS OF SIZE)
8. SEE STANDARD MANHOLE DETAIL FOR 13. MANHOLE AND CONNECTIONS SHALL SHALL ENTER ALL OTHER 4' DIAMETER
3. MATERIAL USED TO SEAL AROUND PIPE ADDITIONAL REQUIREMENTS. BE IN ACCORDANCE WITH PWC STANDARD MANHOLES. ALL LATERALS SHALL HAVE AN
SHALL BE NON -SHRINK GROUT. MANHOLE DETAIL. INDIVIDUAL TROUGH. 5' DIAMETER
9. MORTAR SLIDE SHALL BE USED FOR MANHOLES SHALL BE USED IF THE ABOVE
4. MANHOLE SHALL BE CONSTRUCTED OF LESS THAN 1 FOOT SEPARATION BETWEEN 14. THE MINIMUM SLOPE ACROSS THE CONDITIONS ARE NOT MET.
PRECAST CONCRETE. FIBERGLASS INVERT OUT &INVERT OF INCOMING PIPE. INVERT OF THE MANHOLE SHALL BE 1%,
MANHOLE IS NOT ACCEPTABLE. UNLESS OTHERWISE APPROVED BY PWC. 18. NO MORE THAN 5 LATERALS SHALL ENTER
10. PIPE SLIDE REQ'D WHERE VERTICAL A 5' DIAMETER TERMINAL MANHOLE.
SEPARATION BETWEEN PIPE INVERTS IS 15. WHEN EXTENDING IN FUTURE,
GREATER THAN 1 'AND LESS THAN OR CONNECT TO EXISTING MH PER PWC 19. USE OF TEE-WYES ON LATERALS ISNOT
EQUAL T02.5'. STANDARDS. ALLOWED.
NO. DATE REVISION
TERMINAL MANHOLE PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C.
DWG. NO. S.20
SHEET NO.
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
SLOPE
8" OUT
0
SEAL AROUND PIPE
RING AND COVER AND STEP:
ALIGN OVER INVERT OUT
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SLIDE DETAIL FOR LATERALS
ENTERING MANHOLE.
ALSO SEE DETAIL S.4
w 6" MIN FROM OUTSIDE OF
z � CORE TO OUTSIDE OF
= I CORE, AS MEASURED ON
O+I THE INTERIOR WALL
0
4" LATERAL
(LOCATION VARIES)
4" TROUGH
2010-510 RESSLAT.DWG
SHAPE FLOW CHANNEL TO
3/4 HEIGHT OF OUTLET PIPE
SHAPE FLOW CHANNEL TO SLOPE TOP OF CONCRETE
w SLOPE TOP OF CONCRETE _
3/4 HEIGHT OF OUTLET PIPE z SHELF (1:12 MIN/2:12 MAX) SHELF (1:12 MIN/2:12 MAX
z TOWARD TROUGH
¢ TOWARD TROUGH
_ I
NOTES w x.yrD3w....
A�,
1. MANHOLE AND CONNECTIONS SHALL BE 5. MANHOLE MEETS ALL REQ. OF ASTM 11. INTERIOR DROP STRUCTURE 16. AT TERMINAL MANHOLES, THE CROWN OF
IN ACCORDANCE WITH PWC STANDARD C478. REQUIRED WHERE VERTICAL SEPARATION THE LATERAL SHALL BE NO LOWER THAN THE
MANHOLE. BETWEEN INVERTS EXCEEDS 2.50'. SEE CROWN OF THE OUTGOING SEWER MAIN,
6. CONCRETE IS MINIMUM 4000 PSI INTERIOR DROP STRUCTURE DETAIL. UNLESS OTHERWISE APPROVED BY PWC.
2. BRICK USED FOR INVERT AND SHELF COMPRESSIVE STRENGTH.
CONSTRUCTION SHALL BE NCDOT 12. VERIFY SLIDE INSTALLATION WITH 17. NO MORE THAN 4, FOUR INCH LATERALS
STANDARD CONCRETE JUMBO BRICK, 7. MANHOLES GREATER THAN 12' IN DEPTH PROJECT COORDINATOR PRIOR TO OR 3, SIX INCH LATERALS SHALL ENTER A 4'
MEETING ASTM C55 GRADE J-11 EXCEPT SHALL HAVE MIN. 6" EXTENDED BASE. CONSTRUCTION. DIAMETER TERMINAL MANHOLE. NO MORE
ABSORPTION LESS THAN 10 LBS/CUFT. THAN 2 LATERALS (REGARDLESS OF SIZE)
8. SEE STANDARD MANHOLE DETAIL FOR 13. MANHOLE AND CONNECTIONS SHALL SHALL ENTER ALL OTHER 4' DIAMETER
3. MATERIAL USED TO SEAL AROUND PIPE ADDITIONAL REQUIREMENTS. BE IN ACCORDANCE WITH PWC STANDARD MANHOLES. ALL LATERALS SHALL HAVE AN
SHALL BE NON -SHRINK GROUT. MANHOLE DETAIL. INDIVIDUAL TROUGH. 5' DIAMETER
9. MORTAR SLIDE SHALL BE USED FOR MANHOLES SHALL BE USED IF THE ABOVE
4. MANHOLE SHALL BE CONSTRUCTED OF LESS THAN 1 FOOT SEPARATION BETWEEN 14. THE MINIMUM SLOPE ACROSS THE CONDITIONS ARE NOT MET.
PRECAST CONCRETE. FIBERGLASS INVERT OUT &INVERT OF INCOMING PIPE. INVERT OF THE MANHOLE SHALL BE 1%,
MANHOLE IS NOT ACCEPTABLE. UNLESS OTHERWISE APPROVED BY PWC. 18. NO MORE THAN 5 LATERALS SHALL ENTER
10. PIPE SLIDE REQ'D WHERE VERTICAL A 5' DIAMETER TERMINAL MANHOLE.
SEPARATION BETWEEN PIPE INVERTS IS 15. WHEN EXTENDING IN FUTURE,
GREATER THAN 1 'AND LESS THAN OR CONNECT TO EXISTING MH PER PWC 19. USE OF TEE-WYES ON LATERALS ISNOT
EQUAL T02.5'. STANDARDS. ALLOWED.
NO. DATE REVISION
TERMINAL MANHOLE PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C.
DWG. NO. S.20
SHEET NO.
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
8" OUT
2010-520 TERMINAL MANHOLE.DWG
NOTES: 1. MORTAR SLIDE SHALL BE USED FOR LESS THAN 1
SPRINGLINE OF PIPE FOOT SEPARATION BETWEEN INVERT OUT & INVERT OF
SEAL AROUND NON SHRINK GROUT SLIDE WITH INCOMING PIPE.
•,„;,.-�...,�„':'a:Y�%.„x' �. ry.,,PIPE S.S. LIDE 1/2 PIPE PLACED IN FIELD. SOLID 2. PIPE SLIDE REQ'D WHERE VERTICAL SEPARATION
✓
AA I
ALIGN STEPS CONCRETE JUMBO BRICK MAY BE BETWEEN PIPE INVERTS IS GREATER THAN 1 'AND LESS ,,,,•... �"..„„"s,
OVER INVERT THAN OR EQUAL TO 2.5'.
OUT USED TO BUILDUP INVERT TO
">•�7:„ ^. .i`C'. REDUCE MORTAR QUANTITIES. 3. INTERIOR DROP STRUCTURE REQUIRED WHERE
w
VERTICAL SEPARATION BETWEEN INVERTS EXCEEDS
SLIDE SHALL BE INSTALLED ON 2.50'. SEE INTERIOR DROP STRUCTURE DETAIL.
1/2 PIPE � � TOP OF SHELF WITH A TROUGH q. VERIFY SLIDE INSTALLATION WITH PROJECT
TO DIRECT FLOW INTO THE
COORDINATOR PRIOR TO CONSTRUCTION.
SHELF
,. ,r•,.• SEWER. 5. MANHOLE AND CONNECTIONS SHALL BE IN
ACCORDANCE WITH PWC STANDARD MANHOLE DETAIL.
.. FLOW CHANNEL SAN. SEWER 6. BRICK USED FOR INVERT AND SHELF CONSTRUCTION
, �•^;,,'��";.. SHAPE TO 3/4 MAIN
,,,„ HEIGHT OF OUTLET SHALL BE NCDOT STANDARD CONCRETE JUMBO BRICK.
PIPE. MEETING ASTM C55 GRADE S -II EXCEPT ABSORPTION
LESS THAN 10LBS/CU.FF.
PIPE SLIDE DETAIL 7. MANHOLES GREATER THAN 12' IN DEPTH SHALL HAVE
NTS MIN. 6" EXTENDED BASE.
BEGIN SHELF TRANSITION 8. THE MINIMUM SLOPE ACROSS THE INVERT OF THE
AT 3/4 HEIGHT OF OUTLET MANHOLE SHALL BE 1 %UNLESS OTHERWISE APPROVED
PIPE 112 MIN. BY PWC.
9. SEE STANDARD MANHOLE DETAIL FOR ADDITIONAL
CONCRETE SHELF PLACED IN REQUIREMENTS.
ALIGN STEPS ALIGN STEPS
OVER INVERT FIELD. SOLID CONCRETE 10. DROP AND / OR SLIDE REQUIREMENTS SHALL APPLY
OUT JUMBO BRICK MAYBE USED OUTR INVERT TO ALL LATERALS ENTERING MANHOLES AS OUTLINED IN
TO BUILD UP INVERT TO NOTES 1,2 & 3. NO MORE THAN 4, FOUR INCH LATERALS
SEAL AROUND REDUCE MORTAR QUANTITIES. SHELF OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER
PIPE _ BUILD TROUGH TO TERMINAL MANHOLE. NO MORE THAN 2 LATERALS
SPRINGLINE OF PIPE .�.."y"• ::::::::"�•:. (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4'
\1
1DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN
•"; " ...M---_'x.�.., �• ,r•..-�"'` INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE
.�---.=-,:..:....ry 4 ON EXISTING MANHOLES
BOTTOM OF BOOT SHALL
Iry ��"""'��"- USED IF THE ABOVE CONDITIONS ARE NOT MET. THE
frw ~w
BE SET 1"��
ABOVE SHELF INVERT OF THE LATERAL SHALL BE A MINIMUM OF 1"
ABOVE THE SHELF.
MORTARti"'
5SLIDE S.S. 11. NO MORE THAN 5 LATERALS SHALL ENTER A 5'
3. SHELF :,, C"" • DIAMETER TERMINAL MANHOLE.
' ..�"" ..fig ^' 12. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.
M�p� ¢ 13. ALL MANHOLES SHALL BE VACUUM TESTED IN
�• ... 2 a. ACCORDANCE W/ PWC STANDARDS.
� AIN
¢ �`' '. n��n SLOPE TOP OF CONC. SEAL AROUND 1
n .r. ,n PIPE mn
SHELF 112 MIN./ 212
FLOW CHANNEL SHAPE � n
INVERT SHALL ENTER MAX. TOWARD TROUGH.
TO 3/4 HEIGHT OF OUTLET FLOW CHANNEL SHAPE -
PIPE. MANHOLE 1"MIN. ABOVE TO 3/4 HEIGHT OF OUTLET
MORTAR SLIDE DETAIL SHELF (TYP) x�
NTS PIPE. CH' q'
SHELF DETAIL
NTS ,r v .•
-_•n ;<,+:#.'; :. ,
PIPE SLIDE, MORTAR SLIDE PUBLIC WORKS COMMISSION No DATE REVISION
AND SHELF DETAILS FAYETTEVILLE, N.C. � 1. JAN. 05 ADDED NOTE 8.
DWG. NO. S.41 DWG. BY PWC 2. FEB 07 REVISED NOTE 8, SLIDE DETAIL.
SHEET NO. WATER RESOURCES ADDED NOTES 10,1 1,12
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DWG. BY PWC
WATER RESOURCES
1 OF 1
DATE JAN 1, 2010
APPROVED BY J.E.G.
ENGINEERING DEPARTMENT
2010-520 TERMINAL MANHOLE.DWG
NOTES: 1. MORTAR SLIDE SHALL BE USED FOR LESS THAN 1
SPRINGLINE OF PIPE FOOT SEPARATION BETWEEN INVERT OUT & INVERT OF
SEAL AROUND NON SHRINK GROUT SLIDE WITH INCOMING PIPE.
•,„;,.-�...,�„':'a:Y�%.„x' �. ry.,,PIPE S.S. LIDE 1/2 PIPE PLACED IN FIELD. SOLID 2. PIPE SLIDE REQ'D WHERE VERTICAL SEPARATION
✓
AA I
ALIGN STEPS CONCRETE JUMBO BRICK MAY BE BETWEEN PIPE INVERTS IS GREATER THAN 1 'AND LESS ,,,,•... �"..„„"s,
OVER INVERT THAN OR EQUAL TO 2.5'.
OUT USED TO BUILDUP INVERT TO
">•�7:„ ^. .i`C'. REDUCE MORTAR QUANTITIES. 3. INTERIOR DROP STRUCTURE REQUIRED WHERE
w
VERTICAL SEPARATION BETWEEN INVERTS EXCEEDS
SLIDE SHALL BE INSTALLED ON 2.50'. SEE INTERIOR DROP STRUCTURE DETAIL.
1/2 PIPE � � TOP OF SHELF WITH A TROUGH q. VERIFY SLIDE INSTALLATION WITH PROJECT
TO DIRECT FLOW INTO THE
COORDINATOR PRIOR TO CONSTRUCTION.
SHELF
,. ,r•,.• SEWER. 5. MANHOLE AND CONNECTIONS SHALL BE IN
ACCORDANCE WITH PWC STANDARD MANHOLE DETAIL.
.. FLOW CHANNEL SAN. SEWER 6. BRICK USED FOR INVERT AND SHELF CONSTRUCTION
, �•^;,,'��";.. SHAPE TO 3/4 MAIN
,,,„ HEIGHT OF OUTLET SHALL BE NCDOT STANDARD CONCRETE JUMBO BRICK.
PIPE. MEETING ASTM C55 GRADE S -II EXCEPT ABSORPTION
LESS THAN 10LBS/CU.FF.
PIPE SLIDE DETAIL 7. MANHOLES GREATER THAN 12' IN DEPTH SHALL HAVE
NTS MIN. 6" EXTENDED BASE.
BEGIN SHELF TRANSITION 8. THE MINIMUM SLOPE ACROSS THE INVERT OF THE
AT 3/4 HEIGHT OF OUTLET MANHOLE SHALL BE 1 %UNLESS OTHERWISE APPROVED
PIPE 112 MIN. BY PWC.
9. SEE STANDARD MANHOLE DETAIL FOR ADDITIONAL
CONCRETE SHELF PLACED IN REQUIREMENTS.
ALIGN STEPS ALIGN STEPS
OVER INVERT FIELD. SOLID CONCRETE 10. DROP AND / OR SLIDE REQUIREMENTS SHALL APPLY
OUT JUMBO BRICK MAYBE USED OUTR INVERT TO ALL LATERALS ENTERING MANHOLES AS OUTLINED IN
TO BUILD UP INVERT TO NOTES 1,2 & 3. NO MORE THAN 4, FOUR INCH LATERALS
SEAL AROUND REDUCE MORTAR QUANTITIES. SHELF OR 3, SIX INCH LATERALS SHALL ENTER A 4' DIAMETER
PIPE _ BUILD TROUGH TO TERMINAL MANHOLE. NO MORE THAN 2 LATERALS
SPRINGLINE OF PIPE .�.."y"• ::::::::"�•:. (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4'
\1
1DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN
•"; " ...M---_'x.�.., �• ,r•..-�"'` INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE
.�---.=-,:..:....ry 4 ON EXISTING MANHOLES
BOTTOM OF BOOT SHALL
Iry ��"""'��"- USED IF THE ABOVE CONDITIONS ARE NOT MET. THE
frw ~w
BE SET 1"��
ABOVE SHELF INVERT OF THE LATERAL SHALL BE A MINIMUM OF 1"
ABOVE THE SHELF.
MORTARti"'
5SLIDE S.S. 11. NO MORE THAN 5 LATERALS SHALL ENTER A 5'
3. SHELF :,, C"" • DIAMETER TERMINAL MANHOLE.
' ..�"" ..fig ^' 12. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.
M�p� ¢ 13. ALL MANHOLES SHALL BE VACUUM TESTED IN
�• ... 2 a. ACCORDANCE W/ PWC STANDARDS.
� AIN
¢ �`' '. n��n SLOPE TOP OF CONC. SEAL AROUND 1
n .r. ,n PIPE mn
SHELF 112 MIN./ 212
FLOW CHANNEL SHAPE � n
INVERT SHALL ENTER MAX. TOWARD TROUGH.
TO 3/4 HEIGHT OF OUTLET FLOW CHANNEL SHAPE -
PIPE. MANHOLE 1"MIN. ABOVE TO 3/4 HEIGHT OF OUTLET
MORTAR SLIDE DETAIL SHELF (TYP) x�
NTS PIPE. CH' q'
SHELF DETAIL
NTS ,r v .•
-_•n ;<,+:#.'; :. ,
PIPE SLIDE, MORTAR SLIDE PUBLIC WORKS COMMISSION No DATE REVISION
AND SHELF DETAILS FAYETTEVILLE, N.C. � 1. JAN. 05 ADDED NOTE 8.
DWG. NO. S.41 DWG. BY PWC 2. FEB 07 REVISED NOTE 8, SLIDE DETAIL.
SHEET NO. WATER RESOURCES ADDED NOTES 10,1 1,12
2010.54 PSLIDE.DWG
SEWER SERVICE LATERAL NOTES
1. CONTRACTOR SHALL MAKE UP STACK & SUBMIT TO 12. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE
ENGINEER FOR APPROVAL &SHALL SUBMIT TAPPING DETERMINED BY THE TOPOGRAPHY OF THE LOT AS
SADDLE IF USED TO ENGINEER FOR APPROVAL. APPROVED BY THE PWC ENGINEER OR AS INDICATED ON
2. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH THE DRAWINGS.
SHELL CUTTER NO HAMMER TAPS ALLOWED. 13. LATERAL SHALL CONFORM TO THE 1/4" PER FOOT FOR
3. LATERAL SHALL CONFORM TO ASTM SPECS. D-3034 THE 4" OR THE 1/8" PER FOOT FOR THE 6" MINIMUM
SDR -26 UNLESS OTHERW SE INDICATED AS D.I. SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4" PIPE 75' 6"
4. ALL PIPE &FITTINGS SHALL BE 4" OR 6" UNLESS PIPE 100'.
OTHERW SE SPECIFIED. 14. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR
5. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF SLIDE &SHELF DETAIL FOR VERTICAL DROPS OF MAINS
CERAMIC EPDXY OR FUSED CALCIUM ALLUMINIZE AND LATERALS.
CEMENT WTH FUSED CALCIUM ALLUMINATE 15. LATERALS GREATER THAN 20' DEPTH SHALL UTILIZE
AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY
COMPRISED OF D.I. PIPE &MECHANICAL JOINT OR FUSED CALCIUM ACUMINATE CEMENT WITH FUSED
FITTINGS. CALCIUM ACUMINATE AGGREGATES.
6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET 16. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR
SEALS INSTALLED. TESTED CONCURRENTLY WITH SEWER MAIN.
7. SANITARY SEWER SERVICE C/O STACK SHALL BE 17. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED
LOCATED 18" FROM WATER SERVICE LOCK VALVE PRIOR TO FLUSHING SANITARY SEWER MAINS.
WHEN IN THE SAME DITCH. 18. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WTH BY THE PWC PROJECT COORDINATOR.
STRAPS &ALIGNMENT FLANGE FOR CONNECTION TO 19. WYE CONNECTIONS SHALL NOT BE USED TO TIE
PIPE (GENCO SADDLE). TAPPING SADDLES WITHOUT AN LATERALS INTO A MANHOLE.
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR 20. IF BENDS ARE APPROVED BY THE PROJECT
D.I. LATERALS UTILIZING A TAPPING SADDLE AN COORDINATOR, STONE BEDDING IS REQUIRED TO BE
ALIGNMENT FLANGE IS NOT REQUIRED (ROMAC OR INSTALLED FROM UNDISTURBED (SEE DETAIL 5.12) SOIL
APPROVED EQUAL). TO BOTTOM OF BEND.
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR 21. PVC COMBINATION SHALL BE 2 PIECE TEE -WYE,
CONNECTION TO SDR -26 26 PVC PIPE OR D.I. TEE FOR GASKETED, SDR26, AS MANUFACTURED BY HARCQ GPK
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL OR APPROVED EQUAL.
BE ONE PIECE MOLDED OR FABRICATED. TEE WYES & 22. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH
TWO PIECE TEES ARE NOT ACCEPTABLE. LATERALS SHALL ENTER A 4' DIAMETER TERMINAL
10. INSTALLATION OTHER THAN AS SHOWN MUST BE MANHOLE. NO MORE THAN 2 LATERALS (REGARDLESS OF
ENGINEER APPROVED BY THE PWC. SIZE) SHALL ENTER ALL OTHER 4' DIAMETER MANHOLES.
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL ALL LATERALS SHALL HAVE AN INDIVIDUAL TROUGH. 5'
SANITARY SEWER MAINS. DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
CONDITIONS ARE NOT MET.
23. ALL LATERALS (4" AND
SEWER SERVICE LATERAL NOTES PUBLIC WORKS COMMISSION NO. DATE REVISION
(4 -INCH AND 6 -INCH) FAYETTEVILLE, N.C.
1 JAN 07 REVISED NOTES
DWG. NO. S.11 DWG. BY PWC � 2 JULY 08 REVISED NOTES 4&
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
6")SHALL UTILIZE A 4" RISER
(STACK).
1 OF 1
DATE JAN 1, 2010
APPROVED BY J.E.G.
ENGINEERING DEPARTMENT
2010.54 PSLIDE.DWG
SEWER SERVICE LATERAL NOTES
1. CONTRACTOR SHALL MAKE UP STACK & SUBMIT TO 12. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE
ENGINEER FOR APPROVAL &SHALL SUBMIT TAPPING DETERMINED BY THE TOPOGRAPHY OF THE LOT AS
SADDLE IF USED TO ENGINEER FOR APPROVAL. APPROVED BY THE PWC ENGINEER OR AS INDICATED ON
2. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH THE DRAWINGS.
SHELL CUTTER NO HAMMER TAPS ALLOWED. 13. LATERAL SHALL CONFORM TO THE 1/4" PER FOOT FOR
3. LATERAL SHALL CONFORM TO ASTM SPECS. D-3034 THE 4" OR THE 1/8" PER FOOT FOR THE 6" MINIMUM
SDR -26 UNLESS OTHERW SE INDICATED AS D.I. SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4" PIPE 75' 6"
4. ALL PIPE &FITTINGS SHALL BE 4" OR 6" UNLESS PIPE 100'.
OTHERW SE SPECIFIED. 14. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR
5. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF SLIDE &SHELF DETAIL FOR VERTICAL DROPS OF MAINS
CERAMIC EPDXY OR FUSED CALCIUM ALLUMINIZE AND LATERALS.
CEMENT WTH FUSED CALCIUM ALLUMINATE 15. LATERALS GREATER THAN 20' DEPTH SHALL UTILIZE
AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY
COMPRISED OF D.I. PIPE &MECHANICAL JOINT OR FUSED CALCIUM ACUMINATE CEMENT WITH FUSED
FITTINGS. CALCIUM ACUMINATE AGGREGATES.
6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET 16. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR
SEALS INSTALLED. TESTED CONCURRENTLY WITH SEWER MAIN.
7. SANITARY SEWER SERVICE C/O STACK SHALL BE 17. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED
LOCATED 18" FROM WATER SERVICE LOCK VALVE PRIOR TO FLUSHING SANITARY SEWER MAINS.
WHEN IN THE SAME DITCH. 18. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WTH BY THE PWC PROJECT COORDINATOR.
STRAPS &ALIGNMENT FLANGE FOR CONNECTION TO 19. WYE CONNECTIONS SHALL NOT BE USED TO TIE
PIPE (GENCO SADDLE). TAPPING SADDLES WITHOUT AN LATERALS INTO A MANHOLE.
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR 20. IF BENDS ARE APPROVED BY THE PROJECT
D.I. LATERALS UTILIZING A TAPPING SADDLE AN COORDINATOR, STONE BEDDING IS REQUIRED TO BE
ALIGNMENT FLANGE IS NOT REQUIRED (ROMAC OR INSTALLED FROM UNDISTURBED (SEE DETAIL 5.12) SOIL
APPROVED EQUAL). TO BOTTOM OF BEND.
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR 21. PVC COMBINATION SHALL BE 2 PIECE TEE -WYE,
CONNECTION TO SDR -26 26 PVC PIPE OR D.I. TEE FOR GASKETED, SDR26, AS MANUFACTURED BY HARCQ GPK
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL OR APPROVED EQUAL.
BE ONE PIECE MOLDED OR FABRICATED. TEE WYES & 22. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH
TWO PIECE TEES ARE NOT ACCEPTABLE. LATERALS SHALL ENTER A 4' DIAMETER TERMINAL
10. INSTALLATION OTHER THAN AS SHOWN MUST BE MANHOLE. NO MORE THAN 2 LATERALS (REGARDLESS OF
ENGINEER APPROVED BY THE PWC. SIZE) SHALL ENTER ALL OTHER 4' DIAMETER MANHOLES.
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL ALL LATERALS SHALL HAVE AN INDIVIDUAL TROUGH. 5'
SANITARY SEWER MAINS. DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
CONDITIONS ARE NOT MET.
23. ALL LATERALS (4" AND
SEWER SERVICE LATERAL NOTES PUBLIC WORKS COMMISSION NO. DATE REVISION
(4 -INCH AND 6 -INCH) FAYETTEVILLE, N.C.
1 JAN 07 REVISED NOTES
DWG. NO. S.11 DWG. BY PWC � 2 JULY 08 REVISED NOTES 4&
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
6")SHALL UTILIZE A 4" RISER
(STACK).
8 ADDED
SHEET NO. WATER RESOURCES NOTES 22 23
1 OF 1 DATE JAN. 1, 2010 APPROVED BY JEG ENGINEERING DEPARTMENT
409 Chicago Drive -`Juice 112
Fayetteville, NorEh Carolina 28306 �
Pne:091� 626-6777 �\\\..:::::::..
Fax: (91 ) 777 ��
License Number: C-23511
4P,51TE
�5 oLuT ioN-5f INC
LNG'INLL2ING' k)L12VLYING A G'P.h A
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
r
­
R
ffl S t}
REQUIREMENTS FOR ABOVE GROUND INSTALLATIONS OF REDUCED PRESSURE
PRINCIPLE AND DOUBLE CHECK VALVES ASSEMBLIES
1. THE BACKFLOW PREVENTER MUST BE INSTALLED A MINIMUM DISTANCE 10. ALL ASSEMBLIES APPROVED FOR USE IN THE PWC SYSTEM
OF 5' FROM THE METER SERVICE. INSTALLATIONS OF BACKFLOW MUST HAVE PRIOR APPROVAL BY FOUNDATION FOR CROSS
PREVENTERS WTHIN THE UTILITY RIGHT OF WAY WILL NOT BE CONNECTION CONTROL AND HYDRAULIC RESEARCH,
APPROVED. UNIVERSITY OF SOUTHERN CALIFORNIA.
2. REDUCED PRESSURE PRINCIPLE ASSEMBLIES MUST BE INSTALLED IN A 11. BACKFLOW PREVENTION ASSEMBLIES TWO INCHES AND
HORIZONTAL POSITION AND IN A LOCATION IN WHICH NO PORTION OF SMALLER SHALL HAVE 1/4 TURN,FULL PORT,RESILIENT
THE ASSEMBLY CAN BECOME SUBMERGED UNDER ANY CIRCUMSTANCES. SEATED, BRONZE BALL VALVE SHUT-OFF.
3. DOUBLE CHECK VALVE ASSEMBLIES MAY BE INSTALLED IN A VERTICAL 12. ASSEMBLIES TWO AND ONE HALF INCH (2-1/2) INCHES AND
POSITION, PROVIDED THE FLOW OF WATER IS IN AN UPWARD POSITION. LARGER SHALL HAVE RESILIENT WEDGE SHUT-OFF VALVES;
4. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERS MUST BE THE BACKFLOW PREVENTER AND RESILIENT WEDGE
INSTALLED ABOVE GROUND. DOUBLE CHECK VALVE ASSEMBLIES MUST BE SHUT-OFFVALVES MUST BE FUSE BONDED EPDXY COATED.
INSTALLED ABOVE GROUND WHEREVER A DRAINABLE VAULT CANNOT BE 13. HEATING EQUIPMENT SHALL BE FURNISHED AND DESIGNED
USED. OUTSIDE INSTALLATIONS ARE PERMITTED WTH PRIOR APPROVAL AND
INSPECTION BY A PWC CROSS CONNECTION CONTROL INSPECTOR. BY THE MANUFACTURER OF THE ENCLOSURE, TO MAINTAIN
6. BACKFLOW PREVENTION ASSEMBLIES OUTSIDE AND ABOVE GROUND MUST . . : . �� : : : : . . . . . . .: : . . :*. : ... . . . . . .. . ..
BE PROTECTED FROM FREEZING. THE BACKFLOW PREVENTION ASSEMBLY 15 MPH. HEATING EQUIPMENT SHALL BE U.L. CERTIFIED.
MUST BE INSTALLED BETWEEN MINIMUM AND MAXIMUM DISTANCES 14. ELECTRIC POWER SOURCE FOR HEAT AND ACCESSORIES SHALL
ABOVE GROUND OF 12 INCHES AND 48 INCHES RESPECTIVELY. BE GFI U.L. APPROVED WITH MIN. 18" CLEARANCE TOP OF SLAB
LANDSCAPING IS ALLOWED AROUND THE BACKFLOW PREVENTER, BUT TO RECEPTACLE.
MUST NOT INTERFERE WITH THE REQUIRED ANNUAL TESTING, AND/OR
REPAIR OF THE BACKFLOW PREVENTION ASSEMBLY.
7. BACKFLOW PREVENTION ASSEMBLIES 2.5" AND LARGER MUST BE
SUPPORTED TO ALLOW FOR THE WEIGHT OF THE BACKFLOW PREVENTION
ASSEMBLY. SUPPORT CONSTRUCTION CAN BE CINDER BLOCK, BRICK,
OR STEEL. SUPPORTS MUST HAVE A PROPER FOOTING (4 INCHES OF
CONCRETE) FOR SUPPORTS TO REST UPON. BACKFLOW PREVENTION
ASSEMBLY SUPPORTS MUST NOT INTERFERE WITH THE OPERATION OF
VALVES, TEST COCKS, TESTING, AND/OR REPAIR OF THE BACKFLOW
PREVENTION ASSEMBLY.
8. ALL PIPING MUST BE OF DUCTILE IRON,OR STEEL.
9. BEFORE STARTING INSTALLATION OF A BACKFLOW PREVENTER, CONTACT
BRIAN MORRISON, PWC CROSS CONNECTION CONTROL COORDINATOR, AT
[phone], TO INSURE THE PROPER INSTALLATION OF THE BACK-
FLOW PREVENTION ASSEMBLY AND THAT THE BACKFLOW PREVENTER DOES
MEET THE CURRENT PWC APPROVAL LIST.
CROSS CONNECTION PUBLIC WORKS COMMISSION No DATE REVISION
CONTROL NOTES FAYETTEVILLE, N.C. � 1. 11/01/03 UPDATED NOTES 8 & 9
SHEET NO. DWG. NO. BFP. 1 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JAN. 01, 2010 APPROVED BY J.E.G. DEPARTMENT
2010.BFP1 CROSS CONN NOTES. DWG
2010.511 SLATNOTES.DWG
REVISIONS
LL
L!J
L!J
CON.hTRIJCTION LAYOUT
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
SEWER &WATER
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport
, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C -7n3
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385

PUMP SHALL BE A
GORMAN-RUPP V4A-B
6 X 6 X 8
GROUT DAM
DISCHARGE LINE
PUMPS SHALL BE CONTROLLED BY A FLOAT
SYSTEM THAT CONFORMS TO PWC
SPECIFICATIONS.
SUCTION LINES
DESCRIPTION
ELEVATION
RIM
203.00'
INVERT IN
192.88'
INVERT OUT
199.50'
HIGH WATER ALARM
191.88'
LAG PUMP ON
191.38'
LEAD PUMP ON
190.88'
PUMP OFF
188.96'
WET WELL INVERT
186.96'
11010iL11l��_111161 I
ELECTRICAL SERVICE
MAIN DISCONNECT SWITCH
FIBERGLASS REINFORCED PLASTIC
ENCLOSURE TO SLIDE IN
EITHER DIRECTION TO PROVIDE
ACCESS TO EQUIPMENT. DOOR
PROVIDED FOR GENERAL SERVICE.
ENTRANCE CONDUIT
DRESSURE STYLE 127
FLANGE ADAPTER
PUMP SHALL BE A
INFLUENT SEWER
SEE NOTE
�k
NOTE N THESE COMPONENTS ARE OF
FIBERGLASS CONSTRUCTION:
1. STATION BASE
2. SERVICE COWL
3. END PANEL
4. SUPPORT BEAM
* NOTE N WET WELL. THE
DIAMETER OF THE WET WELL AND THE
DISTANCE FROM THE INVERT OF THE INFLUENT
LINE TO THE CONCRETE PAD SHOULD BE
PROPERLY DESIGNED TO ALLOW AT LEAST
THREE TO FIVE MINUTES LAPSED TIME
BETWEEN SUCCESSIVE STARTS OF A PUMP TO
PREVENT SHORT CYCLING OF ELECTRIC MOTOR
AND CONTROL.
ATTACH
14' X 14' X
1.5'
ANTI
-FLOTATION
TO THE
BOTTOM OF
THE
WET
WELL.
CONCRETE BLOCKING
FOUNDATION BOLTS
G—R ASSY'S 41111-410
(4 REQUIRED)
CL_ OF STATION
DISCHARGE LINE
SUCTION LINES
CL -WET WELL
8" DIA. HOLE F
SERVICE LINES
6 1/"
24" DIA. MANHOLE
10'-9"
NO. 1
INTAKE SHROUD
%A/r-T %A/r-I I
(MR�THE GORMAN-RUPP CO.
GORMAN-RUPP MANSFIELD, OHIO ST. THOMAS, ONTARIO
NAME
7' X 10' FIBERGLASS ABOVEGROUND
SEWAGE LIFT STATION
409 Chicago Drive - 5uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
,50LUTION,'5,INC
A LNgNEL2ING' .hu2VEYING A GP.h A CON.hTPUCTION LAYOUT h
REVISIONS
®12-15-10 LIFT STATION WET WELL SIZE AND
ELEVATIONS HAVE CHANGED
: co
z
0
0
IL
0
IU
CO
IU
zLU
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F_
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
LIFT STATION
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-7.4

PUMP SHALL BE A
GORMAN-RUPP V4A-B
6 X 6 X 8
CAVITY WITH EMBECO
JT (OR EQUIVALENT)
R INSTALLATION.
STATION BASE
CONCRETE PAD
(BY OTHERS)
ITEM
DESCRIPTION
MAT'L & SIZE
1
MOTOR BASE ASSY
STEEL
2
AIR RELEASE VALVE
CAST IRON 1 "
3
BELT GUARD ASSY
STEEL
4
MOTOR
CAST IRON
5
MOTOR CONTROL PANEL
STAINLESS STEEL
6
AIR RELEASE LINE
FLEXIBLE 1 1/4 "
7
PUMP
CAST IRON V4A—B
8
GROUT DAM
RUBBER
9
EXHAUST FAN
550 CFM
10
VAPOR TIGHT LIGHT
200 WATT
11
DISCHARGE CHECK VALVE
CAST IRON 6"
12
DISCHARGE PLUG VALVE
CAST IRON 6"
13
FLANGE ADAPTER
CAST IRON 6" & 8"
SECTION A- A
SCALE: NONE
REINFORCED PLASTIC
F0 SLIDE IN EITHER
PROVIDE ACCESS
IT. DOOR PROVIDED
SERVICE.
1/4
1/2 " DISCHARGE
'E PROJECTION
JCTION
PIPE PROJECTION
1 1/4 " NPT 2 1/2 " BOLT
nn� irrnTirNni
1 1/4 " AIR RELEASE LINES
(BY OTHERS). NOTE: AIR
RELEASE LINES SHOULD
BE DIRECTED AWAY FROM
PUMP SUCTION. T_
STATION BASE
CONCRETE PAD
(BY OTHERS)
DETAIL B
SCALE: NONE
V1\ /-IJJ� Ti11-410
FOUNDATION BOLTS
(4 REQUIRED)
PUMP SHALL BE A
GORMAN-RUPP V4A-B
F y F u R
84
22 1/2
42
CL OF STATION
62 62
ML B
4 PLACES)
Or, STATION
8" DISCHARGE LINE-
10"
INE10" MIN. HOLE DIA.
6" SUCTION LINES -
8" MIN. HOLE DIA.
(2 REQUIRED)
5 3/8
PLAN VIEW
SCALE: NONE
1 3/
24 5/8
25 3/8
35 3/4
O
8" DIA. HOLE FOR
SERVICE LINES
10'-9" REQUIRED FOR COMPLETE
REMOVAL OF SERVICE COWL.
409 Chicago Drive - 5uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
O NO CO
00 ON,5, HC
ENgNEL2ING' .hu2VEYING A GP.h A CON.hTPUCTION LAYOUT h
REVISIONS
Al2-15-10 LIFT STATION PUMP CHANGED FROM A
T3A—B TO A WA—B
0
z
0
0
0
I_
0
IU
IU
zLU
M
I—
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
LIFT STATION
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
LIFT STATION NOTES
385
1.
CONCRETE SHALL BE 4,000 PSI COMPRESSION STRENGTH.
2.
MANHOLE SHALL MEET REQUIREMENTS OF ASTM C-478.
3.
ALL ELECTRICAL MATERIAL & INSTALLATION SHALL BE
BY LICENSED ELECTRICIAN AND IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE, AND RULES AND REGULATIONS
PUMP N 0.
1
OF LOCAL AUTHORITIES HAVING JURISDICTION. MATERIALS
SHALL BE LISTED OR LABELED BY THE UNDERWRITERS LABORATORIES
STANDARDS.
4.
LIFT STATION MANHOLE CONCRETE SLAB AND HATCH SHALL BE
MANUFACTURED TO WITHSTAND H-20 LOADING CONDITIONS.
5.
MANUFACTURER SHALL BE REQUIRED TO SUBMIT DESIGN CALCULATIONS
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER WITH
SHOP DRAWINGS AND REVIEW SUBMITTAL.
6.
SHOP DRAWINGS AND WIRING DIAGRAMS SHALL BE PROVIDED
FOR ALL ELECTRICAL EQUIPMENT.
7.
ENGINEER TO APPROVE FOUNDATION BED BEFORE SETTING MANHOLES.
FOUNDATION SHALL BE 9'-0" DIA. AND 12" DEPTH #57 STONE BEDDING.
8.
CONTRACTOR IS TO PROVIDE DEWATERING EQUIPMENT AS REQUIRED
FOR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
9.
HATCH DOORS AND CONTROL PANEL BOX SHALL BE LOCKABLE
AND KEYED TO PWC MASTER LOCK SYSTEM. CONTRACTOR SHALL
FURNISH 3 LOCKS AND KEYS.
10.
CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED EQUIPMENT
AND PROVIDE START UP SERVICE (MIN. 2 DAYS)
11.
CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, MATERIALS,
AND INCIDENTALS REQUIRED TO MAKE THE LIFT STATION FULLY OPERATIONAL
Ly
AND IN ACCORDANCE WITH PWC STANDARDS.
12.
RECESSED LIFTING HOOKS SHALL BE PLACED IN CONCRETE WET WELL COVER.
CONTROL PANEL BOX SHALL BE ANCHORED IN 12" X 24" DEEP CONCRETE FOOTING.
13.
CONTRACTOR SHALL PROVIDE ALL NECESSARY LUBRICANTS FOR STARTUP AND
SHALL ASSIST THE EQUIPMENT MANUFACTURER AND OWNER WITH INITIAL STARTUP
(MIN. 2 DAYS).
14.
PIPEWORK SHALL BE ASSEMBLED, INSTALLED, AND FULLY SUPPORTED SO AS NOT
TO PUT A STRAIN ON THE PUMPING EQUIPMENT, PIPE FITTINGS AND ELBOWS.
15.
ALL THRU-THE-WALL SLEEVES AND CARRIER PIPES INTO THE WET WELL SHALL BE
INSTALLED ABSOLUTELY WATERTIGHT WITH NO SIGNS OF SEEPAGE OR INFILTRATION.
16.
ENTIRE SITE SHALL BE FENCED FOR SECURITY. CONTRACTOR SHALL PROVIDE LOCKS
FOR GATE OPENING.
17.
ALL HANGERS, CLAMPS, FLANGE BOLTS, AND CONNECTIONS SHALL BE STAINLESS
STEEL UNLESS OTHERWISE SPECIFIED. THESE ITEMS TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR.
13
18.
ALL DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR AND SHALL BE ADJUSTED TO
ACCOMMODATE DIMENSIONS OF MATERIALS SUPPLIED BY CONTRACTOR AND OWNER.
19.
FLANGE FACES SHALL BE SERRATED.
45131018.s01
V4A- B 6 X 6 X 8
326T MAX. MOTOR FRAME PUMP SHALL BEA
�
THE GORMAN-RUPP CO.
GORMAN-RUPP
V4A-B
6 X 6 X 8
GORMAN-RUPP
MANSFIELD, OHIO ST. THOMAS, ONTARIO
NAME
7' X 10' ABOVEGROUND
SEWAGE LIFT STATION ASSY
409 Chicago Drive - 5uife 112
Fayeffeville, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
O NO CO
00 ON,5, HC
ENgNEL2ING' .hu2VEYING A GP.h A CON.hTPUCTION LAYOUT h
REVISIONS
Al2-15-10 LIFT STATION PUMP CHANGED FROM A
T3A—B TO A WA—B
0
z
0
0
0
I_
0
IU
IU
zLU
M
I—
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
LIFT STATION
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-7.5

409 Chicago Drive - 5uife 112
Fayeffeville, NorEh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
�OLUT ION,5 INC
AENG'INEEM_U,' A.hU2VEYING G'P.h CON.hTRIJCTION LAYOUT
REVISIONS
z
0
0
LL.
0
LU
CO
LU
LU
M
F_
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
EROSION
CONTROL
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6 LENGTH- 50 FT. MINIMUM.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
X.>...3r EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
�QPO
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
��j MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
Q MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
/
JANUARY 1 -MAY 1
SEEDING NOTES:
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
SQ' hJ� REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH
,7
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
K CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
/
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
PUBLIC ROADWAYS.
LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
7 ��
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
AGGREGATE N
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
6" MIN. THICKNESS
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 -APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
2-3" COURSE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
LB./ACRE 10-10-10 FERTILIZER.
NOTES:
SEEDING SPECIFICATIONS
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
DRIVE POSTS 24" INTO THE GROUND
.C. AND EXCAVATE A 4" X 8"
MAXIMUM 4'0.C.
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8INTO THE
"
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
TRENCH UPHILL ALONG THE LINE OF
EXCAVATED TRENCH AND TURNED OUT 4" IN
MAINTENANCE:
SPECIES RATE (LB./ACRE)
POSTS.
THE TRENCH.
SUPPORT WIRE OR
ROPE
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT-)
.STEEL POSTS
STEEL POST
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
EARTH BERM
MAINTENANCE
SEEDING DATES:
COASTAL PLAIN: APR. -JULY
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
SEEDING MIXTURE:
SOIL AMENDMENTS:
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED WITH STAPLES
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
'.ax:.�..
• ,,.
z. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE .,
RYE (GRAIN) 120
AND 500 LB./ACRE 10-10-10 FERTILIZER.
BAFFLES WHEN THE SEDIMENT IS REMOVED. [ X
MULCH:
5
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
SEEDING DATES:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
`s{ f
Nr
CONTRACTOR UNTILTHISACTIONISAPPROVEDBYAN
NCDENR REPRESENTATIVE. THEACTION WILL BE
AUGUST 15 - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
STEP 1
STEP 2
STABLE. 35% OF SURFACE AREA
SOIL AMENDMENTS:
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
4. PLACEMENT OF BAFFLES:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
ATTACH THE JUTE NETTING OR OTHER FABRIC
BACKFILL THE TRENCH AND COMPACT THE SOIL
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
APPROVED BYTHE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OFTHE FABRIC
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
FIRST CELL- 25% OF LENGTH FROM INLET ZONE FIRST CHAMBER
SECOND CELL- 25% OF LENGTH FROM FIRST CELL 25% OF SURFACE AREA
DRAINAGE DEVICES.
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
MULCH:
TRENCH OR USE 8" EROSION CONTROL MATTING
THAN THE WEIR.
SECOND CHAMBER
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
STAPLES.
25% of SURFACE AREA
Posrs MAX 4'0.C.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.OUTLET
ZONE
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
AA
TOP STAY WIRE OR ROPE 15% OF SURFACE AREA
MAINTENANCE:
JUTE NETTING OR EQUIVILENT
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
X OF FABRIC BURIED 8"
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
Am
< IN EXCAVATED TRENCH &
IN LATE OR EARLY MARCH.
= TURNED OUT 4" IN THE PERSPECTIVE VIEW
FBOTTOM
Q TRENCH, OR PINNED WITH 8"
Iw
EROSION CONTROL MATTING
= STAPLES.
X
r..r
.wll�'..!.�y,
STEEL POST DRIVEN
24" INTO GROUND
A
STEP 3
STEP 4
SECTION A -A
NTS
1 TEMPORARY SEEDING SPECIFICATIONS
2 PERMANENT SEEDING SPECIFICATIONS
5 POROUS BAFFLES
DRIVE STEEL POSTS 18" INTO THE GROUND
MAXIMUM 8'0.C. AND EXCAVATE A 4" X 8"
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
NOTES:
TRENCH UPHILL ALONG THE LINE OF
POSTS.
EXCAVATED TRENCH AND TURNED OUT
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BEA MINIMUM OF 36" IN WIDTH AND
STEEL POSTS
STAY WIRES
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
LINE WIRES
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
MIN. 12-1/2 GA.
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BEA MIN. OF S HEIGHT AND SHALL BE
SKIMMER
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
TRASH GUARD $'
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
r'Lw
:..
THE DEVICE SHALL BE MADE IMMEDIATELY.
PIPE OUTLET TO FLAT AREA -5.
REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
TOP OF DAM
3
NO WELL-DEFINED CHANNEL
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
EMERGENCY SPILLWAY
1
STEP1
STEP2
PRESSURE ON THE FENCE AS NEEDED.
WE SEE DETAIL
WATER 3
SURFACE r r
�
L„
A(} ., A
- QL
o o
ELEV: 200.66 HIGH WATER SURFACE 1 YR
( )
5. TEMPORARY MEASURE SHALL NOT BEREMOVEDBYTHE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
REPRESENTATIVE. THEACTIONWILL AAPPROVED WHEN THE
CONTRIBUTING DRAINAGE AREA IS STABLE.
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
EXT END THE BOTTOM OF THE FABRIC 8" INTO THE
TRENCH AND TURNED OUT 4 IN THE TRENCH
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
� �,
M
, ,�,j' �'���
:...°;....: ,
��''} a4 '"`',..'' `t,a "''`,^f'y�`
o
�
£ n�,
,.
` 9 5 NORMAL WATER SURFACE
1�9
`••,�••,�'"q�� \�
�'`'
ECFV 191.
POSTS MAX 8'0.C.
a.
2' X 3' PRECAST r
ANTISEEP ``d.,:,...u""a �,, w `'`* ``
CONCRETE BOX ANTI
COLLAR
,.-``
PLAN
,X""``�. 21
?. '' _
Y f,'
ELEV: 190.00 m ''
`
�'
�'
"'-.°.
A
FILTER FABRIC E FENCE OG WIRE
COLLAR
CUT-OFF TRENCH
2' DEEP MIN.
LA
V a
��.>KX`.`..1'
10' VEGETATED
1 ' 1
II `^,,. :
¢ #9 WIRE STAPLES 1-1/2" LONG
2' WIDE MIN.
'7
SHELF
..
# '1
^�4. , ��
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8 IN
$ $ $ $ $$$$ ... '$..
m ;."'"3 ,=..� £ £ £:.. $X."$ JC•
F=1
,.' 1,.,
EX
INT H URNED
x OUT 4VATED ETRENCENCH &T
DAM CROSS SECTION
® II D
"^M §:6. ... _
- �
SEDIMENT STORAGE 1' MIN ).,,».
..'
£'• £'• SLOW
�� � ,. 5� -•. , _
{
....',
10'
v wv
_
) �, STEEL POST DRIVEN
24" INTO GROUND
RIP RAP
FILTER LAYER
GRAVEL OR FABRIC
A
CONSTRUCTION SPECIFICATIONS
SECTION A -A
STEP3
STEP
SECTION A -A
FILTER FABRIC
MAINTENANCE
1. CLEAR, GRUB &STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN 4
REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE;�,, ` ��,,,;+
SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC /``F`,�'y", 'a. .:"�"a.:"�"af+'�'°
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE ,, 4. �,,, ''a ,�' "e,, `'.,."a `'.,."a
�, C
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
3. REMOVE SEDIMENT DEPOSITS AS NECESSARYTO
PRESSURE ON THE FENCE. TAKE CARE TO
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REPLACE IT PROMPTLY.
NEXT RAIN AND TO REDUCE
1 j'
VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW `,.:'",�'`q, .:' `;",?NTS
NTS
THE BASIN AS NEEDED. i; " �`+., `+ ' ,+tl"�,�'�`+., ''`+., ,gyp''
`f
4. REMOVEALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THEAREATO
GRADE AND STABILIZE AFTER
'f '
`r'', b"q,'ATt b"qE
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
2. EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL 'a'
<`•.?`,,.�";}?`,r``; y�,`,:•`•. `•.>^'' `•.r
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE ,r`-`, / -R`
MAKE T LESS THAN 2 FEET EEP. THE FF TRENCH MUST EXTEND
ELEVATION OF THE RISERMAKE '',.•`,`,;`>;,'`,,;,``}'',,",{``,,"d`''',,"',,"'":.,`''":.,5`',.,`''
R
V WET POND X S E CTI O N
9 SILT FENCE
PERMIT OPERATION OF \
SHOE MIANIMUMEBOTTOM WIDTDH
EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. `�' �'`',/``"
NOTES
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE SPILLWAY CROSS SECTION
1, LA IS THE LENGTH OF THE RIPRAP
TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
APRON.
STANDARD METAL POSTS 2'-0" IN GROUND
3. EMBANKMENT -TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON
=4
..`. -
R 2. D 1.5 TIMES THE MAXIMUM
PIPE OUTLET To D
L = THE DISTANCE SUCH THAT POINTS
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY INLET
VEGETATION ROCKS AND OTHER OBJECTIONABLE MATERIAL SCARIFY AREAS
,•.;. } STONE DIAMETER BUT NOT LESS
WELL-DEFINED CHANNEL
..{""}{, g „z �` �, THAN 6".
19 GAUGE HARDWARE CLOTH (1/4
A AND B ARE OF EQUAL ELEVATION
ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIAL PVC VENT PIPE
MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A
BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, ITIS
1 ..
A kE /<" A
$ �V `��'C} t q 'R'� 3. IN A WELL-DEFINED CHANNEL EXTEND
*A THE APRON UP THE CHANNEL
MESH OPENINGS)
£ ,„�
Et.. "t. K'J BANKS TO AN ELEVATION OF 6"
�; d� A B
TOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH
CONTINUOUS LAYERSOVERTHE ENTIRE LENGTHOFTHE FILLAREAAND
COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION
�' .,
}.: a a.,, ABOVE THE MAXIMUM TAILWATER
_. *„�:',-:I F}E..:.�' ' •°.�'� DEPTH OR TO THE TOP OF THE BANK,
.. ;'., �i.:
..................._._.........
,,,
......... . ................_.....-.....................-.--................ CONSTRUCTION SPECIFICATIONS:....;:
-^
L ,
.....I ...., , ...w �••. s ..
;•' , �';.
HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH
.;• WHICHEVER IS LESS.
,. ° ". r,.. 'a
. L..':::::I :::::::::: ........ ... ..... : :........ ......... .......: ... ......... •'�,.. �,.,,�...
,: I , f X ' • jV. n
'
LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY"
F �.,~ •. ..
'Pr 4. A FILTER FABRIC OR BLANKET SHOULD BE
'
n 1. UNIFORMLY GRADE A SHALLOW DEPRESSION
xF APPROACHING THE INLET.
I # .......I ....... - 7
.E s
EQUIPMENT, ORACOMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT
TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
a,�. ro INSTALLED BETWEEN THE RIPRAP
`-' .; ` ,t' AND SOIL FOUNDATION.
. .................m.-.--... '��''
. . 2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND
r....... {
I� $
•-I I F
SETTLING............
�...
. __.
SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND
"} THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A '
WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN FLEXIBLE HOSE
BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE
PLAN
GRAVEL OR FABRIC
- >
...„„........w......� 1K:1 ...... APART.
"^'£+ •.; 3 '�y'} ,,„ ( �y�k r•G'�''a} .}^� ' ��`"'
:r f '•S•f £ ,,-------m�,.,,
1 .5'
MIN.
BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO
tx 3. SURROUND THE POSTS WITHMES WIRE MESH HARDWARE
"Y.T '��''�'}
NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE OR ANTISEEP COLLARS. PLACE THE FILL MATERIAL
AROUND THE PIPE SPILLWAY IN THE S LAYERS, AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
LA
="r,
4 k
,M•�
,"�•�` . 0 .�'1--��...-�••""' CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
.^"• 5}t ,3' '„ THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP
..�.............m.
--=-..... P, . £ ,. " ro ""-------
r OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
�
., ,. ,.q t .. j i OuEB� IS RECOMMENDED.
ro 9>' MIN. §
� h yT n r aE
EMBANKMENT. CARE MUST TAKEN NOT TO RAISE THE PIPE FROM FIRM SCH 40 PVC •*SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
`�' r3� '� "k
- ...� """" 4. PLACE CLEAN GRAVEL (NCDOT #5 OR 157 STONE) ON
"'-""
TI
CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE
HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SKIMMER
SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
,n• .. .. r° �.. Ak
,. :x •• }
sf a f
=. £ £ r '.; .. # i{ }}}
; ;��:� fr t r t ° f • --3 3 3' D
IT -x{ r t ) {
" ``..2.� °} ' '' r " ^ '� } f---... �-
........-w m---....-- �. ....,_„.„...- A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
.............................
WIRE AND SMOTH TO AN EVEN GRADE
2:1 SLOPE GRAVEL FILTER 57 WASHED STONE PLACED TO A HEIGHT OF 16"
MINIMUM ABOVE TOP OF BOX 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
,.. ' :, ;.d t 'P•
,• v'
FILTER FABRIC
" CLASS A OR B EROSION
* t:A C O N T R O L STONE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
EMBANKMENT IS COMPLETE.
MAINTENANCE
## {{ {{
{ FILTER LAYER
STABILIZED, REMOVE ACCUMULATED SEDIMENT AND
ESTABLISH FINAL GRADING ELEVATIONS.
t.. "`.
A
5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
} } :®
?} }'•• GRAVEL OR FABRIC
# I
6. COMPACT THE AREA PROPERLY AND STABILIZE R WITH
GROUNDCOVER.''£•
L 24" MAX.
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
'
SECTION A-A''"X�""s,
AT CENTER
• 1
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
. ; ..
MAINTENANCE N
OPERATION OF THE EMERGENCY SPILLWAY. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGNMAINTENANCE
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH
6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS.
INSPECT RIPRAP OUTLET STRUCTURES
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN
WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND
WEEKLY AND AFTER SIGNIFICANT (z INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY
FILTER FABRIC
CASE LESS THAN ONCE PER WEEK
INSPECT THE EMBANKMENT FOR
EROSION AROUND OR BELOW THE RIPRAP
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
HAS TAKEN PLACE, OR IF STONES HAVE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
EMBANKMENT BEFORE THE AREA IS CLEARED.
BEEN DISLODGED. IMMEDIATELY MAKE ALL
MAINTENANCE
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
8. INSTALL POROUS BAFFLES AS SPECIFIED.
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS VVI TH WARNING
SIGNS IF TRESPASSING IS LIKELY. FOLLOWALL STATE AND LOCAL NTS
NTS
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
NTS
4. WEIR S ECT IO N M UST B E 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE NTS
REQUIREMENTS.
HEIGHT OF THE WEIR.
6 TEMPORARY SEDIMENT BASIN
7 TYPICAL RIP RAP APRON
10 HARDWARE CLOTH & GRAVEL INLET PROTECTION
11 CHECK DAM WITH WEIR
409 Chicago Drive - 5uife 112
Fayeffeville, NorEh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
�OLUT ION,5 INC
AENG'INEEM_U,' A.hU2VEYING G'P.h CON.hTRIJCTION LAYOUT
REVISIONS
z
0
0
LL.
0
LU
CO
LU
LU
M
F_
PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
EROSION
CONTROL
DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-7.6

1
61
BELOW WATER SURFACE
40A -2!TA
wlIV
H LL
bi _ EDGE OF NORMAL POOL
>N
a11, all, a11, ,111,
UPLANDS (ABOVE WATER SURFACE)
SHALLOW WATER PLANTS SHALLOW LAND PLANTS
COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME
FOXTAIL ALOPERCURUS HOWELLII JOE PYE WEED EUPATORIUM FISTULOSUM
PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA
LIZARD TAIL SAURURUS CERNUUS ELDERBERRY SAMBUCUS CANADENSIS
BULLTONGUE SAGITTARIA LANCIFOLIA SILKY DOGWOOD CORNUS AMOMUM
NOTES
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 48 INCHES ON CENTER.
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS.
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE AT RECOMMENDATION
FROM SOILS ANALYSIS.
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA
GRASS FOR A PERMANENT GROUNDCOVER.
5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL. NTS
VEGETATED SHELF PLANTING DETAIL
18" CAST IRON H-20 RATED
TREE
PLANTING
ORIFICE STRUCTURE #1
ORIFICE STRUCTURE #2
B
GRATE
6'
G H J
K
M
15"
FOR DETAILS SEE SHEET 4
RISER
iV
74 3/4"
7"
N ADAPTORS AVAILABLE 4"29
RISER
2.5'x 5'
THRU 18"
2-
CONCRETE CHANNEL
18" 2 1/2"
23"
B
8 E3
8" PVC STUBBED
27"
47 3/4"
INTO BOX
20 1/4" 20 1/4" 19 1/2"
PLAN VIEW
2-
24"
24" 3"
30"
80"
9M
43"
37"
47 3/4" 27 1/2"
27 1/8" 26 3/4" 26 1/4"
I
36"
36" 4"
44"
97 1/2"
16"
60"
e B
71" 40 7/8"
40" 39 3/4" 39"
3 3/4"
3 3/4"
48"
48" 5"
58"
99 1/4" 25 1/2" 70 1/4"
29"
83 1/2" 53 3/4"
52 3/4" 52 1/2" 51 3/4"
VARIOUS E OF OUTLETS
4 1/4"
4"-18"
WITH WATERTIGHT T DAPTO S
*(1) ADAPTORS CAN BE
FOR: SDR -35 SEWER
MOUNTED ON ANY
A-2000 CORRUGATED PIPE
ANGLE 0' TO 359'
ULTRA—RIB PVC
CORRUGATED POLYETHYLENE
INLET AND OUTLET
ADAPTORS AVAILABLE
w
r
a
m
�
4" T HRU 18"
C
O
a
>
m
I
<
Q
VARIOUS TYPES OF
OUTLETS WITH
WATERTIGHT ADAPTORS
FOR:SDR-35 SEWER
A-2000 CORRUGATED PVC
ULTRA—RIB PVC , *(2) MAXIMUM
CORRUGATED POLYETHYLENE RECOMMENDED
OVERALL HEIGHT 10' NTS
YARD DRAIN
TOP OF DAM 203.00'
0
WITH 6X6 W14XW14 WWM
CONCRETE CHANNEL
NTS
4" MULCH
TOP OF RC
1" ABOVE I
CLEAN BAC
AND FINISH
2" MOUND
UNDISTURBI
3/4"0/4" ALUK
0
USE 3—WIRES WITH
45 DEGREE TYPE
BARB ARMS �
0
I
00
10
3" CORNER
PULL POST
STRETCH
BAR —
SHRUB PLANTING
LIFTING LUG
TRASH RACK
3 STRAND BARB WIRE CLASS III
GALVANIZED OR ALUMINIZED
TOP RAIL
2" LINE
Tf 11 1T ATF TENSION WIRES DOUBLE 1
GATE
1 VHINGES
CONCRETE ENCASEMENT
4 (TYPICAL) 4
4" GATE POST
NOTES:
1. DOUBLE GATE SHALL HAVE A LOCKING MECHANISM, DROP ROD, AND TRUSS ROD.
2. ALL FENCE COMPONENT MATERIALS SHALL BE EITHER HOT DIPPED GALVANIZED STEEL OR IRON.
FENCE FABRIC SHALL BE ALUMINUM COATED.
3. ALL FENCING SHALL BE PROVIDED WITH A BLACK VINYL COATED POLYESTER PRIVACY SCREEN
ACROSS THE ENTIRE SURFACE AREA OF THE FENCE INCLUDING GATES.
4. ALL CHAIN LINK FENCING AND POSTS SHALL BE VINYL COATED WITH BLACK UV RESISTANT VINYL.
CHAIN LINK FENCE AND GATE
NTS
NTS
1%" O.D. PIPE FRAME
NISHED GRADE
NTS
NOTES:
1. REMOVE ALL TREATED OR PLASTIC
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP Tf
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIA
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROK
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
D-
w
Q z
J N
J
m
0
0
Of
FINISHED G
4" SAUCER E
—MINIMUM LIMIT OF MULCH
TOPSOIL REMOVED FROM HOLE
3
TREE
PLANTING
ORIFICE STRUCTURE #1
ORIFICE STRUCTURE #2
B
C
6'
G H J
K
M
15"
15" 2 1/4" 19
RISER
iV
74 3/4"
7"
27 1/4"
RISER
30" 17 5/8"
2.5'x 5'
2"
2-
CONCRETE CHANNEL
18" 2 1/2"
23"
74 3/4"
8" PVC STUBBED
27"
47 3/4"
INTO BOX
20 1/4" 20 1/4" 19 1/2"
PLAN VIEW
2-
=R OF MULCH
CER BERM TO
WATER.
TOP 1/3 OF
FROM BALL
REMOVED FROM HOLE
IRBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
NTS
4" PVC SCREW
TYPE PLUG
-8" PVC TEE
TEMPORARY POOL
12"
I
8" PVC CAPPED AND DRILLED WITH
A 3" HOLE FOR ORIFICE #1 AND WITH
A 4" HOLE FOR ORIFICE #2
TYPICAL ORIFICE OUTLET CONFIGURATION
NTS
7 STORM BASIN RISER WITH ORIFICE DETAIL
UUNIHAU I LU
CONBRACO INDUSTRIES SUBGRADE
MODEL 40200 SERIES NOTES:
1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL
THIS SERIES IS APPROVED FOR USE INFORMATION.
ON LATERALS THE FOLLOWING SIZES. 2. ASSEMBLY SHALL BE HOUSED IN AN ALUMINUM
1/4", 3/8", 1/2", 3/4", 1", 1 1/4", 1 1/2", 2", INSULATED ENCLOSURE.
3. ALL PIPING SHALL BE STEEL OR DUCTILE IRON
21/2",3", 4", 6", 8", 10"
REDUCED PRESSURE PRINCIPLE ASSEMBLY PUBLIC WORKS COMMISSION NO DATE REVISION
(Above Ground Installation Only) FAYETTEVILLE, N.C.
SHEET NO. I
DWG. NO. BFP. 1 2 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE JULY 01, 2010 APPROVED BY J.E.G. ENGINEERING DEPARTMENT
2010-BFP12 CONBRACO 40200.DWG
FLARED END SECTION DIMENSIONS
PIPE DIA.
ID WALL
OD
L
A
B
C
E F
G H J
K
M
15"
15" 2 1/4" 19
1/2"
74 3/4"
7"
27 1/4"
47 1/2"
30" 17 5/8"
16 3/4" 17" 16 1/2"
2"
2-
113-
18" 2 1/2"
23"
74 3/4"
9"
27"
47 3/4"
36" 20 7/8"
20 1/4" 20 1/4" 19 1/2"
2"
2-
24"
24" 3"
30"
80"
9"
43"
37"
47 3/4" 27 1/2"
27 1/8" 26 3/4" 26 1/4"
2 13/16" 2 3/4-
36"
36" 4"
44"
97 1/2"
16"
60"
37 1/2"
71" 40 7/8"
40" 39 3/4" 39"
3 3/4"
3 3/4"
48"
48" 5"
58"
99 1/4" 25 1/2" 70 1/4"
29"
83 1/2" 53 3/4"
52 3/4" 52 1/2" 51 3/4"
4 1/4"
4 1/4"
OD F G
K--
NOTES:
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
GRADE 60 .
3. ALL EXPOSED EDGES CHAMFERED 3/4-
E 4. PIPE TO BE GROUTED INTO FLARED END
SECTION JOB SITE BY CONTRACTOR.
5. PRECAST FES STRUCTURES SHOULD BE
POSITIONED AROUND AN EXISTING PIPE OR PIPE
INSERTED INTO FES. FLARED END SECTIONS
SHOULD BE PLACED ON A PREPARED FOUNDATION
AS SPECIFIED BY THE ENGINEER.
6. COMPACTION OF BACKFILL MATERIALS SHALL BE
AS REQUIRED BY THE ENGINEER.
0
CONCRETE
COLLAR
N
CONSTRUCTION
JOINT
6" 6" 6"
1'-6"DIA.
6" BOLLARD
409 Chicago Drive - 5uife 112
Fayeffeville, NorEh Carolina 28506
Fax: [phone]
License Number: C-2554 \�
4P,51TE
50L_UTION,'5,INC
ENG'INEE2ING' �.hL12VEYING � G'P.h � CON.hTRIJCTION LAYOUT
NTS I 1 REVISIONS
FILL POST WITH
CONCRETE.
4" REFLECTORIZED ORANGE
PAINT STRIPES SPACED 12" O.C.
6" DIA. STEEL PIPE
PAINTED BRONZE.
FINISHED GRADE OR
ASPHALT AS REQUIRED.
3,000 PSI. CONCRETE BASE
I—
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PROJECT NAME
THE ASTORIA
NTS AT HOPE MILLS
APARTMENTS
HUD# 053-35960
EROSION
CONTROL,
STORM, SITE,
AND BFP DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER

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BACK OF CURB
NOTES:................................................................
USE CLASS "B" CONCRETE THROUGHOUT.
J USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
USE #4 BAR DOWELS AT 12" CENTERS.
PROVIDE ALL CATCH BASINS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
6-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
b
TO;ELEVAT�ION
6"
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PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
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840.01
BRICK CATCH BASIN NTS
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FRAME GRATE AND HOOD GENERAL NOTES:
BACK OF CURB SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
Z
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PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
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DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
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DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
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T T SEE STD. NO. 840.03 STEPS - STD. NO. 840.66 -
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840.02 840.02
CONCRETE CATCH BASIN NTS
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FRAME, GRATES, AND HOOD NTS
v
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4'-6" 4'-6"
STD. 840.03 FRAME,
GRATE &HOOD
000��0IR
6-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP ELEVATION
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EXPANSION JOINT
USE ON FLAT GRADES 2F -AND UNDER
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EXPANSION JOINT 00
f �
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
TOP ELEVATION NORMAL GUTTER LINE
8"
EXPANSION JOINT
USE ON GRADES OVER 2
T
10" MAX 6'-0"
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V 0"
DEPRESSED GUTTER LINE
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NORMAL CURB AND GUTTER ON STEEP GRADES
840.011 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
BRICK CATCH BASIN
v
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Z
LA00 6„ E
r- Z -i N #4 BARS "V„ 6" 6"
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C1 AZO � _
D>D R co R w
Ccoa co
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M `_+ DOWEL
SECTION R -R
W
0
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TI
DRAWN BY:
20
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
SCOTT
PROJECT NUMBER:
385
PIPE
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
PIPE
D
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
A B C G
MIN. HEIGHT
H
TOP SLAB
DIMENSIONS
E F
BAR
NO. LENGTH
BARS -V
NO. LENGTH
BARS -W
NO. LENGTH
TOTAL
LBS.
CU. YDS. CONC. IN BOX
TOP BOTTOM TOTAL
SLAB SLAB CONC.
BRICK MASNARY
BRICKMSNR. TOTAL
IN WALLS BRICKAND
CONCRETE
DEDUCTIONS
ONE PIPE
C.M. R.C.
12"
3'-0"
2'-2"
NO. LENGTH NO. LENGTH
LBS.
2'-9"
3'-0"
2'-2"
2'-9"
0.281
0.281
0.883
1.164
0.020
0.042
15"
3'-0"
2'-2"
3'-0"
2'-2"
3'-0"
3'-0"
0.281
0.281
0.963
1.244
0.031
0.047
18"
3'-0"
2'-2"
3'-3"
3'-3"
0.281
0.887
0.281
0.281
1.043
1.324
0.044
0.065
24"
3'-0"
2'-2"
3'-9"
0.281
1.001
0.059
0.085
30"
0.281
0.281
1.204
1.485
0.078
0.121
30"
3'-0"
2'-2"
3'4"
3
4'-3"
V-2"
4'-4"
4
V-6"
3
4'-1"
3
4'-1"
45
0.147
0.374
0.521
1.606
2.217
0.122
0.184
36"
3'-0"
2'-2"
3-10"
0.161
4'-9"
1'-8"
4'-4"
4
2'-0"
4
4'-1"
3
4'-1"
49
0.187
0.415
0.602
1.914
2.516
0.176
0.261
42"
3'-0"
2'-2"
1.738
4'-5"
5'-3"
V-5"
3'-6"
4
1'-9"
3
3'-3"
3
3'-3"
38
0.135
0.373
0.508
2.152
2.660
0.240
0.371
48"
3'-0"
2'-2"
54"
5'-0"
5'-9"
2'-0"
3'-6"
4
2'-6"
4
3'-3"
3
3'-3"
41
0.173
0.410
0.583
2.415
2.998
0.313
0.477
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-6"
4
3'-0"
6
3'-3"
3
3'-3"
47
0.211
0.448
0.659
2.806
3.465
0.396
0.595
840.011 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
BRICK CATCH BASIN
v
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Z
LA00 6„ E
r- Z -i N #4 BARS "V„ 6" 6"
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= M Z a@3 EQUAL SPACES
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M `_+ DOWEL
SECTION R -R
W
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DRAWN BY:
20
70
SCOTT
F-Irroirly,
v
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COO
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EXPANSION JOINTS
4'-6" 4'-6"
STD. 840.03 FRAME
m(GR((ATTE�E & HOOD
f� 6-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT 3 0 00 13'-0"
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8" TOP
USE ON GRADES OVER 2% ELEV.
10" DEPRESSED GUTTER LINE
EXPANSION JOINT �- I I 6-0"
MAX
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
* RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
CONCRETE CATCH BASIN
DETAILS SHOWNING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
WATER FLOW SAG f WATER FLOW f
1 2'-113/4" 1
1 1/2"
1 T- 9 7/8"
9 7/8"
1 1/2"
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ii f � 1 1/2" � f � � 7/8" - I
1 3/4" SECTION A -A II
7/8"
HEET 2 OF 2 TYPE - F
840.03
FRAME, GRATES, AND HOOD
HEET 2 OF 2
840.03
NTS
409 Chicago Drive - 5uife 112
Fayeffeville, NorEh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
�501-uTloN-5,INC
ALNGINLLP-NG .hL12VLYING AGP.h AC N.hTRIJCTION LAYOLIT h
REVISIONS
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PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
STORM DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
SCOTT
PROJECT NUMBER:
385
PIPE
DIMENSIONS OF BOX AND PIPE
SPAN WIDTH WIDTH SPAN
MIN. HEIGHT
TOP SLAB
DIMENSIONS
BARS -U
BARS -V
BARS -W
TOTAL
CU. YDS.
TOP
SLAB
CONC.
BOTTOM
SLAB
IN BOX
FPR TOT.CONC
MINIMUM
HECHT,H
DEDUCTIONS
ONE
C.M.
PIPE
R.C.
D A
B C
G H E F NO. LENGTH
NO. LENGTH NO. LENGTH
LBS.
12"
3'-0"
2'-2"
2'-9"
0.281
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.281
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.281
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.281
1.001
0.059
0.085
30"
3-0"
2'-2"
3'4"
4'-3"
V-2" 4'-0"
4
V-5"
2
3'-9"
3
3'-9"
1 39
1 0.123
1 0.374
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8" 4'-0"
4
V-11"
3
3'-9"
3
3'-9"
43
0.161
0.415
1.714
0.123
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5" 3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.373
1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0" 3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.410
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3" 1
2'-7" 3-2" 1
4
1 2-10"
1 5
1 2'-11"
3
2'-11"
1 41
0.180
0.448
2.387
0.297
0.401
* RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
CONCRETE CATCH BASIN
DETAILS SHOWNING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
WATER FLOW SAG f WATER FLOW f
1 2'-113/4" 1
1 1/2"
1 T- 9 7/8"
9 7/8"
1 1/2"
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840.03
FRAME, GRATES, AND HOOD
HEET 2 OF 2
840.03
NTS
409 Chicago Drive - 5uife 112
Fayeffeville, NorEh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
�501-uTloN-5,INC
ALNGINLLP-NG .hL12VLYING AGP.h AC N.hTRIJCTION LAYOLIT h
REVISIONS
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PROJECT NAME
THE ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
STORM DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C.7n8

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1" DEPRESSION
1'- 7 5/8" / 1'- 7 5/8" ,
SECTION G -G
2'- 3 1/4"
1 3/16" 2"
SECTION H -H
1 1/2"
1 1/2"
M 1 5/8" 1 5/8"
�� II H
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PLAN OF GRATING
CASTIRON
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PLAN OF FRAME
CASTIRON
- 3'-6"
1/8" 1/8" 1/8"
3'- 3 3/4"
1/8" 1/8" 1/8"
3/4" 3/4" I -
3'- 2"
2 1/8" 2 1/8"
3'- 1 3/4" CV CV
3'- 6"
SECTION E -E
DROP INLET FRAME AND GRATE
^" "ZEEP HOLES GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OFA MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
PLAN
WITH GRATE & FRAME REMOVED
1/8"
1"
2'- 3 3/4"
1/8"
SECTION F -F
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SHEET 1 OF 1
840.16
NTS
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
BOTTOM OF CC
1" R.
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SECTION B -B
43/8" 2'-01/2" MINIMUM WEIGHTS - LBS. LU
2'-91/4" FRAME - 180
COVER -120
SECTION A -A TOTAL- 300
SPECIFICATION
SHEET11 OF 1 CLASS 30 IRON MEEETING SHEET11 OF11
840.54 TYPE #2 ASTM A-48 840.54
MANHOLE FRAME AND COVER NTS
MGENERAL NOTES:
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S -11 z USE CLASS "B" CONCRETE THROUGHOUT. Q
000 USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z_
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M l z _ � DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. 0 z 1L 0 Z
O D X „ X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" W O = _
G) -n Z � ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. � a Z �e
(p m USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS Q 0 W
Z 0 O OF SECTION 840 OF THE STANDARD SPECIFICATIONS. _ Z J
= O r IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB N W LL 0
XZ "" AS SHOWN ON STD. NO. 840.00. 0 0 v)
D D D FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE Z
..L•••• •••• •••• ••..L•••• ••• ••••• •••• ••••• ••••• ••••• ••• •••• 12" WALL TO 6-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING
:R O 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. W D
ZCONSTRUCT WITH PIPE CROWNS MATCHING. 0
cc.yDO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC.
Y
CHAMFER ALL EXPOSED CORNERS 1".
yj
PLAN DRAWING NO TO SCALE.
WITH COPING REMOVED
BRICK COPING (INCIDENTAL)
0 Z TOP ELEVATION O Z
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840.14
HEET 1 OF 1
840.31
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
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BOTTOM WALL PER
H SLAB FT. HT.
'ONCRETE
FOR
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HEIGHT12"
C.M.
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3'-0"
2'-0"
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0.222
0.015
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15"
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DIMENSIONS FOR ONE
PIPE CU. YDS.
2'-3"
r Z
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0.036
18"
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D -
LENGTH
2'-6"
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0.033
0.049
24"
CU. YDS.
MIN. "H"
Or Z
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0.814
0.059
M W
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3'-0"
2'-0"
2'-6" 1 0.222 1 0.222
1 0.925
1 0.092
0.127
X
X
0.750
HEET 1 OF 1
840.31
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE CUBIC YARDS
PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D
A
B
BOTTOM WALL PER
H SLAB FT. HT.
'ONCRETE
FOR
O MNIMHM
HEIGHT12"
C.M.
R.C.
Z?�v
3'-0"
2'-0"
2'-0" 0.222 0.222
0.222
0.015
0.026
15"
TOTAL QUANTITIES
BOX AND SLAB
DIMENSIONS FOR ONE
PIPE CU. YDS.
2'-3"
0.648
0.023
0.036
18"
NO.
LENGTH
2'-6"
0.703
0.033
0.049
24"
CU. YDS.
MIN. "H"
C.S.
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
2'-6" 1 0.222 1 0.222
1 0.925
1 0.092
0.127
CONCRETE DROP INLET
F
MANHOLE
E
GENERAL NOTES:
C CHAMFER ALL EXPOSED CORNERS 1".
1 USE CLASS "B" CONCRETE THROUGHOUT.
LOPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
D D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
Q USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
p U M IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
QU O w ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
op Q PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
a U 12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
3" SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
FOR MANHOLE COVER & FRAME #4 BARS "A" ELEVATION IS 12 FEET.
P LAN�oPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
6„ TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1' T #4 BAR
1/4"
Y OUTLET PIPE `�
E OR F -Li 1/2"
A � 6„
SECTION
6 :a C -C OR D -D DOWEL
SECTION X -X
6"J t-
1/4" X 6"
EXP. JOINT
1/4" 9„
k u.
6' x
- B
6 SEE NOTE 3 DOWEL
SECTION Y -Y
CONCRETE JUNCTION BOX
840.14
DIMENSIONS OF BOX & PIPE
840.15
NTS
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
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D
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DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP
DIMENSIONS
SLAB
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CUBIC YARDS
IN BOX
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TOTAL QUANTITIES
BOX AND SLAB
DIMENSIONS FOR ONE
PIPE CU. YDS.
PIPE SPAN WIDTH HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM WALL/
SLAB FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12"
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2 3"
2 3"
2 6"
12"
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14"
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16"
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18"
4'-3"
4'-6"
4'-6"
0.375
1 0.375
0.296
51
1 1.860
0.092
1 0.127
36"
4'-0"
4'-0"
4'-3"
20"
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22"
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26"
6'-3"
6'4"
6'4"
0.743
0.743
0.403
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28'
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30"
T-3"
T-6"
T-6"
1 1.042
1.042 1
1.481
1 145
5.090
1 0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32'.
T-10"
8'-1"
8'-1"
1 1.210
1.210 1
1.518
1 169
5.917
1 0.444
0.589
CONCRETE JUNCTION BOX
840.14
DIMENSIONS OF BOX & PIPE
840.15
NTS
PIPE
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DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS DEDUCTIONS FOR
BRICK MASONRY ONE PIPE
PIPE
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MIN. HEIGHT
D
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WALL PER TOTAL BRICK
FOOT HT. MIN. HEIGHT, , H C.S. R.C.
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2'-0"
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0.268
0.313 0.600 0.031 0.047
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24"
18"
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30"
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2'-6"
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0.313 0.991 0.122 0.170
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4'-4"
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0.695 1.176
0.362
0.078
0.113
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3'-6" 3'-6"
3'-9" 18" 4'-5"
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0.807 1.481
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4'-0" 4'-0"
4'-3" 20" 5'-1"
5'-4"
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1.053 01.959
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0.176
0.1238
42"
4'-6" 4'-6"
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HEET 1 OF 1 SHEET11 OF11
840.31 840.32
NTS
F
SECTION X -X
OP ELEVATIC
STD. 540.16
RAME & GRAI
MAX PIPE THIS SIDE - 18" �I
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS DEDUCTIONS FOR
BRICK MASONRY ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER TOTAL BRICK
FOOT HT. MIN. HEIGHT, , H C.S. R.C.
12"
3'-0"
2'-0"
2'-0"
0.268
0.313 0.522 0.020 0.032
15"
0.263
0.020
2'-3"
0.268
0.313 0.600 0.031 0.047
18"
3'4"
3'4"
2'-6"
1 0.268
0.313 0.678 1 0.044 0.065
24"
18"
2'-6" 2'-6"
3'-0"
0.268
0.313 0.835 0.078 0.113
30"
3'-0"
2'-0"
2'-6"
0.268
0.313 0.991 0.122 0.170
6"
1/4".
BRICK DROP INLET
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a� D M D
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LU
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QUO
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PLAN SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
OPTIONAL
BRICK
MAY BE USED TO
ADJUST FRAME & COVER
TO SURFACE ELEVATION MAX. 1'
C. TO C.
HEADER
C100
OURSES ❑❑�❑ m�
OUTLET PIPE
0 0 ❑❑
A I B+16''., I
SECTION X -X
SEE STANDARD 840.54
FOR MANHOLE COVER &FRAME
BRICK MAY USED TO
ADJUST FRAME & COVER
6" TO SURFACE ELEVATION MAX. 1'
1/4" X 8" EXP. JOINT
6 � x
B
6" 3" DOWEL
OUTLET ELEVATION
T #4 BAR
6"
0
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840.15
NTS
GENERAL NOTES: ZO
CHAMFER ALL EXPOSED CORNERS 1"
USE CLASS "B" CONCRETE THROUGHOUT.
USE #4 BAR DOWELS AT 12" CENTERS. z a
................................................................ DG 5 c�
CONCAVE TOO ALL EXPOSED JOINTS. LL J O =
USE FORMS TO CONSTRUCT THE BOTTOM SLAB. O 0 d 0 Z
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" Wa Z =
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. 0LL C7
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN _ g 0 W
HEIGHT, USE 12" WALL TO 6-0" FROM TOP OF WALL, AND 8" WALL N I.- I� Z J
FOR THE REMAINING 6-0". ADJUST DIMENSIONS AND QUANTITIES Ine LL 0
ACCORDINGLY. 0 0 55 Lr -
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Z 5;
ADD
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
0.0
PROVIDE ALL JUNCTION BOXES OVER 3-6" IN DEPTH WITH STEPS LU
12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66. Q
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
LL
W X
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Z m O
6„ E OR F 1/2" I Z Z ILU
L
SECTION 16 -I O a
C -C OR D -D DOWEL
D
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPEREINFORCEMENT
PIPE SPAN WIDTH HEIGHT BARS
TOP SLAB
DIMENSIONS
CUBIC YARDS
IMM111MIONSIRDRO6119E
FPfbEaUYtDS.
CONC. BRICK MASONRY
D
A B
H NO. LENGTH
E
F
TOP & MIN
BOTTOM HEIGHT
CU. YD. CU. YD.
WALL PER
FT. HT.
CU. YD.
C.S.
R.C.
12'
2'-0" 2'-0"
2'-3" 12" 3'-1"
3'4"
3'4"
0.412 0.591
0.263
0.020
0.032
15"
2'-3" 2'-3"
2'-6" 12" 3'-1"
3'4"
3'4"
0.412 0.657
0.263
0.031
0.047
18"
2'-6" 2'-6"
2'-9" 14" 3'-5"
3'-8"
3'-8"
0.498 0.814
0.296
0.044
0.065
24"
3'-0" 3'-0"
3'-3" 16" 4'-1"
4'-4"
4'-4"
0.695 1.176
0.362
0.078
0.113
30"
3'-6" 3'-6"
3'-9" 18" 4'-5"
4'-8"
4'-8"
0.807 1.481
1 0.395
0.122
0.170
36"
4'-0" 4'-0"
4'-3" 20" 5'-1"
5'-4"
5'-4"
1.053 01.959
0.461
0.176
0.1238
42"
4'-6" 4'-6"
4'-9" 22" 5'-9"
6'-0"
6'-0"
1.333 2.503
0.527
0.240
0.323
48"
5'-4" 5'-4"
5'-3" 26" 6'-5"
6'-8"
6'-8"
1.646 2.940
0.560
0.313
0.422
54"
5'-10" 5'-10"
5'-9" 28" 6'-11"
T-2"
T-2"
1 1.902 3.502
0.609
0.396
0.535
60"
6'-6" 6'-6"
6'-3" 30" T-7"
T-10"
T-10"
2.272 4.113
0.658
1 0.489
0.660
66"
7'-1" 7'-1"
6'-9" 32" 8'-2"
8'-5"
8'-5"
2.624 4.778
0.708
1 0.591
0.798
BRICK JUNCTION BOX
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LU
MEET 1 OF 1
840.32
NTS
409 Chicago Drive - 5uife 112
FayeffeviLLe, Nor -Eh Carolina 28506
o) 426-6777
Fax: [phone]
License Number: C-2554 \�
4P,51TE
50LUTioN,5,INC
ENG'INEEPNG' .hL1PVEYING A GP.h A CON.hTPIJCTION LAYOUT
REVISIONS
z
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LU
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LU
Lu
X
F-
■
THE
ASTORIA
AT HOPE MILLS
APARTMENTS
HUD# 053.35960
STORM DETAILS
CLIENT
ATLANTIC
MULTIFAMILY, LLC.
116-A North Howe Street
Southport, NC 28461
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS/SCOTT
CHECKED BY:
SCOTT
PROJECT NUMBER:
385
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
DECEMBER 15, 2010
SHEET NUMBER
C-709

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HANDICAP PARKING (NSRS ; (NSRS 20D7)
HANDICAP RAMP
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PROJECT INFORMATION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
GRAPHIC SCALE
~a o s ~o so ao DRAWING SCALE
HORIZONTAL:1"=10'
(IN FEET )
1 inch = 10 ft.
DATE RELEASED
SHEET NUMBER
C-701 0
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