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HomeMy WebLinkAboutSW6140302_Plansheet - Set_20140225 Z109 Chicago Drive-5uite 112 FayetteviLLe,North CaroLina 28306 Phone: 6 62610), � \\\\\\ w S T R E ET ED R License Number:C-2354 L�n 5711 �\ � COLORADO DR _LLI _ _ )OL_UTION�, INC �w P O L K O ENGWERiN Ec suRVEYiNG Gcs caNSTzuciiaN LAYOUT � D R o O�y 42 / CIL- 43 48 — — — C n v I D / m �� HAMPTON Q V� �P� Q\\V Q�O��\�` I 51 3 � �C S� \ ♦ 11 \ 1&87 56 O 65 86 \ qL D3 64 / \ \ 85 \ I — 62 \ \. SITE 84 REVISIONS 60 67 \ Q\ I 3 6 % % \ I \ \ 82 1 I 69 \ 81 70 RO FISH TOWNSHIP LiG�� \ 1 \ O OP MILLS NORTH CAROLINA O I 7 4 W �- Y \NHIP LN I ; - 0 M 1 D COUNTY � �J EKE NORTH I 121 , - , \ , , 80 11 I I I 70 122 I I� Q 0I� 72 � I I 123 I ' Cy I / � 1 ,\ \ 8 VICINITY MAPI N 0- 1 I / 78 13 \ \\ O \ I 19 \ PROJECT NAME 77 — 14 \\ / NOT TO SCALE I \ \ o , WEST 1 I 74 / I 1 15 � \ �� 1 1 � 1 / 0 O� O \ ►= ' �, - J I / HAMPTON O75 7g 20 \ a�,R Q��` \ 16 / /\ \ ♦ — — — J / 118 G,<<� PHASE II \ 6 �iO s(i,QT V125 , R1 , k-710 EXISTING UTILITY OWNER T 22 � 28 ) , , �S \ A "ZERO LOT LINE" I .U\IV BLIC STR / W � � 33 34 35 / — � \ WATER AND SEWER 126 Raw F ' CT T R 26 J . _ ITE 36 T , - DEVELOPMENT I 1 13 114 / C O � TAX I D# 0404-31-3069 PWC OF FAYETTEVILLE 6 ING C 0 90 1 NS N R ETAILS O404-31-8623, 0404-32-6039, 0404-32-4489, 0404-41-0844, I Wilmington Rp - \955 Old t0 Road 8 � _ � �� 'O\ `0 ' 24 � _ 0404-41-1942, 0404-41-9355 g0 \ I C6 . 2 EROSION CON OL DETAILS 111 102 �, , 88 '. `v��/ ' WOODSPRING DRIVE Fayetteville, North Carolina 28301 129 ROCKFISH TOWNSHIP -03 I C6 . 3 - WATER DETAILS TOWN OF HOPE MILLS 910-223-4734 I 10 110 Q 1 92 _� CUMBERLAND COUNTY Contact: John Allen, PE 1 9 10 ,� i C6 .4 - SEWER DETAILS NORTH CAROLINA I I C�I I � I 97 131 `\ \ I c ♦♦� CLIENT m . 08 1 m I \ C6 . 5 - STORM DETAILS I ' I N0 ' ' / \ �Cn O I 133 I I 107 _ _ 106 �- ,�/ \ �,\ \ C6 . 6 - STORM DETAILS GHM GROUP, LLC `````A\NIICA�O • O 134 � � 137 138 139 — � ���c�N � �o �Ssi �`oe.••LESS/•�` i r00 ` �R • F o•• • F o•• / oPPE � �: o _ 7670 Raeford Road SEA AL -: Fayetteville, North Carolina 28304 I 135 02 4 2 : 457 - Phone: (910) 221-9901 Know what's below. 149 ` ` \/ I •o Fax: (910) 826 4546 •. GINE•.�� �� /is• . SURv. �� i o/...... R '<'q` .R.....S•��Call before you dig. n ` '/ � ` ll\\\\ /// iI \'1 ��� / 158 02 2,5�-I L+ PROJECT INFORMATION I � � DESIGNED BY: BEN DRAWN BY: BEN N N CHECKED CIVIL ENGINEERQ*INERIDEV 156/ SURVEYOR U SC OTT 83 W I W PR JE T NUMBER: 583 x W I / _ 155 4D SITE SOLUTIONS, INC. I GHM GROUP, LLC 154 4D SITE SOLUTIONS, INC. DRAWING SCALE z 409 Chicago Drive - Suite 112 'V� 7670 Raeford Road - 409 Chicago Drive - Suite 112 SEE SHEETS w Fayetteville, North Carolina 28306 Fayetteville, North Carolina 2$3 Fayetteville, North Carolina 28306 910-426-6777 910-221 -990-1 910-426-6777 DATE RELEASED FEBRUARY 25, 2014 Contact: Scott Brown, PE Contacts Lorrpine Mohler Contact: Jimmy Holland, PLS 0 email: sbrown@4dsitesolutions.com email: lorrainemohler@yahoo.com email: jholland@4dsitesolutions.com N >N M W N N L O THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 0 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J Z109 Chicago Drive-5uite 112 FayetteviLLe,North CaroLina 28306 Phone: 6 62610), � \\\\\\ License Number:C-2354 \� EROSION CONTROL NOTES CONSTRUCTION SEQUENCE UTILITY NOTES SITE NOTES 4r) 5711 11 \\\\\ 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS DURING THE 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE A5 o L U T i o N , INC FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE CONSTRUCTION CONFERENCE. CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND NOTED ON THE AS-BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO EN4wEEzws s,UZVLYiN4A;Pt ACONSTRUCTI NLAYOUT/ HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED DIVERSION BERMS WHERE SPECIFIED. THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS-BUILT DRAWINGS TO TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' BASINS AND SEDIMENT TRAPS AS SHOWN. THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE GENERAL CONTRACTOR'S EXPENSE. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO 4. CLEAR AND GRUB THE SITE AS NEEDED. COMPLETION OF THE PROJECT. 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. MAINTAIN A PROPER BARRIER. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN 2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED 3. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF SIDEWALK 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES GRASSED. UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING UNLESS OTHERWISE NOTED. INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL 6. INSTALL UTILITIES. SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITHAT THE 3. TEMPORARY EARLIEST& PERMAN POSSIBLE T E 01NT S ON DURING CONTRO�NMEASURI�S SHALL BE 9. AVE ROADWAYS. LOCATING N. 8. INSTALL AND PREPARE BASE COURSE. LOCATING PRIOR PLUG S TO ACCEPTANCE INTERRUPT INTERRUPTINGCITY. SERVICECARE TO EXISTING CONNECTIONS. 6. ALL STATE SITEAND IMPRO EMENT/S BRACES AND R BEU NSTONS.ALLED PER TOWN OF HOPE MILLS AND ����` N•CAROB/'��j CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE STATE REGULATIONS. ��� O�ESS/O••. �� 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY DEVICES ARE NOT ALLOWED ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. MEASURES. 3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE •4 SEA < ' 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT APPROXIMATE UNLESS OTHERWISE NOTED. 0274 - OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY 910-433-3300 DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. COMPANIES AFFECTED BY THE PROPOSED WORK. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO 13 ALLDET EROSION CONTROL HE PLANES ANRES SHALL BE D ACCORDING MAINTAINED NCDENR OUTLINED EROSION CONTROL 5 COMPLETE CONTRACTOR SHALL LAOBTAIN AL NECESSARY TH PERMITS TO STATE, �� •.•GINE•.� ?�� PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASISPROPOSEDOMPLY WHEN TRACKING OCCURS. MANUAL. 6. PIPE FEDERAL HALL REGULATIONS G LAID TIOTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY ALL LL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING, PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, STORM OR SANITARY MINIMUM SEPARATION BETWEEN SEWER (. OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT 7 ) AND WATER LINES BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 24" UNLESS NOTED OTHERWISE. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE 8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT WITH PWC AND NCDENR TECHNICAL SPECIFICATIONS. REVISIONS TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND 9. ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE INSTALLATION. REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES GRADING NOTES 10. ALL SEWER SERVICES SHALL BE 4" PVC WITH A MINIMUM SLOPE OF 2%. IMMEDIATELY. 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND PWC A MINIMUM 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND SANITARY SEWER BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE OTHERWISE NOTED. LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING AND PWC 48 HOURS IN ADVANCE OF ALL TESTING. EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND 12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND, EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. NEIGHBORING ROADS. CONTACT ENGINEER PRIOR TO DEMOLITION. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 13. ALL ELEVATIONS ARE IN NAVD 88 DATUM. PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; 14. ALL DUCTILE IRON PIPE USED FOR SANITARY SEWER SERVICE SHALL HAVE VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS GRIFFIN "SEWPER" COAT, OR PROTECTO 401 LINING. APPROVE THE ACTION PRIOR TO REMOVAL. BEEN COMPLETED 15. ALL SERVICE LATERALS THAT TIE DIRECTLY INTO A MANHOLE SHALL BE LAID 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER SUCH THAT THE INVERT OF THE SERVICE LATERAL IS A MINIMUM OF 8" ABOVE INITIATION OF CONSTRUCTION ACTIVITY. TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING THE INVERT OUT OF THE MAIN. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND OVER ALL OTHER CONSTRUCTION ACTIVITIES. UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PLAN PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR 3:1 SLOPES AND SURROUNDED BY SILT FENCE. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR COMPLETION OF CONSTRUCTION DEVELOPMENT. SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL PROJECT NAME 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES DRAINAGE PATTERNS. SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO DURING THE COURSE OF CONSTRUCTION. THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. WEST 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS LORRAINE MOHLER. CONTACT 910-221-9901. HAMPTON PHASE II A "ZERO LOT LINE" DEVELOPMENT CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE PROJECT NOTES CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD C1 73.76 386.23 N84'31'28"E 73.65 C34 98.76 325.00 S80°12'27"W 98.38 C67 47.53 205.00 N28°19'24"W 47.42 C100 62.26 50.00 N72'23'06"E 58.31 C133 54.10 50.00 N49'27'19"W 51.50 C2 50.90 386.23 N75°16'41"E 50.86 C35 106.73 336.23 S80°35'46"W 106.28 C68 36.13 375.00 N24°26'29"W 36.12 C101 39.27 50.00 N14°12'54"E 38.27 C134 50.70 50.00 S70°29'47"W 48.56 C3 35.56 275.00 N75°12'27"E 35.54 C36 106.73 336.23 N81*13'01"W 106.28 C69 142.56 375.00 N38°05'32"W 141.70 C102 39.27 25.00 N36°42'54"E 35.36 C135 18.60 50.00 S30°47'15"W 18.50 C4 87.64 275.00 N88°02'30"E 87.27 C37 50.49 255.00 N77°47'45"W 50.41 C70 54.78 205.00 N41*19'41"W 54.62 C103 39.27 25.00 S53°17'06"E 35.36 C136 21.03 25.00 S44°13'27"W 20.41 C5 128.96 275.00 S69°23'42"E 127.78 C38 59.94 255.00 S89°47'54"W 59.80 C71 165.86 205.00 N10°29'42"W 161.37 C104 39.27 25.00 S36°42'54"W 35.36 C137 39.27 25.00 N66°40'52"W 35.36 C6 7.36 275.00 S55°11'44"E 7.36 C39 59.94 255.00 S76°19'53"W 59.80 C72 30.77 25.00 N47°56'50"E 28.87 C105 21.03 25.00 N74°11'24"W 20.41 C138 66.14 205.00 N12°26'17"W 65.86 C7 111.36 205.00 S38'51'57"E 110.00 C40 59.94 255.00 S62°51'52"W 59.80 C73 65.84 50.00 N45°29'12"E 61.19 C106 42.05 50.00 N74°11'24"W 40.82 C139 169.27 205.00 N20°27'34"E 164.50 CLIENT C8 149.75 205.00 S02°22'34"E 146.44 C41 74.58 269.87 N48°12'49"E 74.35 C74 41.15 50.00 N15°49'00"W 40.00 C107 39.27 50.00 S59°12'54"W 38.27 C140 118.80 205.00 N60°42'55"E 117.14 C9 46.81 255.00 N16°42'06"E 46.75 C42 26.86 205.00 N34°35'48"E 26.84 C75 41.15 50.00 N62°58'23"W 40.00 C108 39.27 50.00 S14*12'54"W 38.27 C141 74.16 205.00 N87°40'50"E 73.76 G H M GROUP, L LC C10 46.81 255.00 N06°10'59"E 46.75 C43 104.37 300.00 N48°18'58"E 103.84 C76 70.48 50.00 S53°03'57"W 64.79 C109 39.27 50.00 S30°47'06"E 38.27 C142 19.41 50.00 N86°55'23"E 19.29 C11 46.81 255.00 N04°20'08"W 46.75 C44 9.16 300.00 N59°09'26"E 9.16 C77 71.31 255.00 SO4°40'18"W 71.08 C110 39.27 50.00 S75°47'06"E 38.27 C143 142.38 50.00 N05°46'36"W 98.92 C12 70.22 255.00 N17°29'03"W 70.00 C45 39.27 25.00 S74°58'03"E 35.36 C78 135.00 255.00 S18°30'22"E 133.43 C111 42.05 50.00 N57°37'13"E 40.82 C144 63.63 50.00 S56°11'22"W 59.42 C13 70.22 255.00 N33°15'44"W 70.00 C46 75.27 255.00 S38°25'27"E 75.00 C79 68.14 255.00 S41*19'41"E 67.94 C112 21.03 25.00 N57°37'1 YE 20.41 C145 27.53 25.00 S51*17'08"W 26.16 C14 59.09 255.00 N47°47'24"W 58.96 C47 75.27 255.00 S55°20'14"E 75.00 C80 113.09 325.00 S39°00'53"E 112.52 C113 39.27 25.00 S53°17'06"E 35.36 C146 7.59 255.00 S81°59'03"W 7.59 C15 39.27 25.00 N09°25'43"W 35.36 C48 75.27 255.00 S72°15'01"E 75.00 C81 41.78 325.00 S25°21'50"E 41.75 C114 30.77 25.00 S26°58'46"W 28.87 C147 75.27 255.00 S72°40'28"W 75.00 7670 Raeford Road C16 39.27 25.00 N80'34'17"E 35.36 C49 12.87 255.00 S82°09'10"E 12.87 C82 9.43 255.00 S22'44'27"E 9.43 C115 103.02 50.00 S03'13'08"W 85.74 C148 75.27 255.00 S55'45'41"W 75.00 Fayetteville, North Carolina 28304 C17 30.77 25.00 S19°09'51"E 28.87 C50 19.53 25.00 S61*12'58"E 19.04 C83 49.69 255.00 S29°22'59"E 49.61 C116 82.20 50.00 N77°05'59"E 73.25 C149 75.27 255.00 S38°50'54"W 75.00 Phone: (910) 221-9901 Fax: (910) 826-4546 C18 65.84 50.00 S21°37'30"E 61.19 C51 51.88 50.00 S68°33'33"E 49.59 C84 35.93 25.00 S06°12'12"W 32.91 C117 33.41 50.00 N10°51'37"E 32.80 C150 91.49 255.00 S20°06'48"W 91.00 C19 74.25 50.00 N78°06'39"E 67.61 C52 43.19 50.00 N56°58'18"E 41.86 C85 55.12 350.00 N42°51'40"E 55.06 C118 39.27 25.00 N36°42'54"E 35.36 C151 140.27 255.00 S05°55'23"E 138.50 C20 78.54 50.00 N09'25'43"W 70.71 C53 35.35 50.00 N11'58'18"E 34.62 C86 39.27 25.00 N8034'17"E 35.36 C119 39.27 25.00 N53'17'06"W 35.36 C152 135.09 255.00 N36'51'29"W 133.52 PROJECT INFORMATION C21 39.27 25.00 N09°25'43"W 35.36 C54 38.35 50.00 N30°15'34"W 37.42 C87 21.03 25.00 S30°20'02"E 20.41 C120 107.50 50.00 N69°52'49"W 87.96 C153 38.23 25.00 S08°13'55"E 34.61 C22 39.27 25.00 S8034'17"W 35.36 C55 38.81 50.00 N74'28'21"W 37.85 C88 61.48 50.00 S41'27'47"E 57.68 C121 111.12 50.00 S15°08'41"E 89.62 C154 64.28 205.00 Soo'41'51"W 64.01 DESIGNED BY: BEN a C23 114.76 325.00 N6432'41"W 114.17 C56 33.37 50.00 S64°10'13"W 32.75 C89 45.73 50.00 N77*06'42"E 44.15 C122 30.77 25.00 S4332'57"E 28.87 C155 100.83 255.00 N0138'50"W 100.17 DRAWN BY: BEN C24 35.61 25.00 N33°51'16"W 32.68 C57 23.21 25.00 S7138'34"W 22.38 C90 64.72 50.00 N13°49'38"E 60.30 C123 39.27 25.00 S36°42'54"W 35.36 C156 59.08 255.00 N1936'44"W 58.95 a CHECKED BY: SCOTT Cl! C25 21.03 25.00 N31°02'48"E 20.41 C58 77.16 205.00 N70°58'58"W 76.71 C91 69.26 50.00 N62°56'14"W 63.85 C124 63.20 255.00 S7436'55"W 63.04 C157 64.28 205.00 S17*16'03"E 64.01 N PROJECT NUMBER: 583 C26 42.05 50.00 N31°02'48"E 40.82 C59 108.17 205.00 N45°05'01"W 106.92 C92 21.03 25.00 N7831'24"W 20.41 C125 45.27 255.00 S62°25'47"W 45.21 C158 79.96 255.00 S17*16'03"E 79.63 w o C27 53.19 50.00 N2331'31"W 50.72 C60 39.27 25.00 N15'01'57"E 35.36 C93 39.27 25.00 N09°25'43"W 35.36 C126 96.55 255.00 S46°29'48"W 95.98 C159 66.76 205.00 N16°55'14"W 66.47 C28 25.35 50.00 N6831'31"W 25.08 C61 69.99 300.00 N66°42'56"E 69.83 C94 77.90 205.00 N46°27'28"E 77.43 C127 40.86 25.00 S82°28'21"W 36.46 C160 61.79 205.00 N01°02'41"E 61.56 DRAWING SCALE 3 C29 37.77 50.00 S75°18'34"W 36.88 C62 43.54 300.00 N7733'25"E 43.51 C95 87.20 205.00 N6931'46"E 86.54 C128 103.84 205.00 N36°11'33"W 102.74 C161 79.96 255.00 S00°41'51"W 79.63 SEE SHEETS C30 58.24 50.00 S20°17'59"W 55.00 C63 53.56 350.00 S77°19'54"W 53.50 C96 39.27 25.00 S53°17'06"E 35.36 C129 39.27 25.00 N23°19'08"E 35.36 C31 24.58 50.00 S27°09'09"E 24.34 C64 75.14 350.00 S66°47'51"W 75.00 C97 30.77 25.00 S26°58'46"W 28.87 C130 21.03 25.00 S8735'11"E 20.41 C32 21.03 25.00 S17°08'35"E 20.41 C65 3.75 350.00 S60°20'22"W 3.75 C98 65.84 50.00 S2431'08"W 61.19 C131 51.63 50.00 N86°55'35"E 49.37 C33 35.76 25.00 S47°55'56"W 32.79 C66 37.09 25.00 N77°27'59"W 33.78 C99 51.26 50.00 S4234'32"E 49.04 C132 66.15 50.00 N19°26'36"E 61.43 DATE RELEASED J FEBRUARY 25, 2014 N (0 L a 0 E SHEET NUMBER N >N - 1 , 0 M W N N L N C O J 409 Chicago Drive-.Suite 112 I STREETER DR s87.42'14"E FayetteviLk North Carolina 28506 �\ w N/F 225 12' Phone:(910)426-6777 \� < 0 ORADO DR SPRING HILL MISSIONARY BAPTIST Cl #8162 LEGEND: Fax:(910)426-5777 C' DB 8124, PG 153 HOOD: 166.94 s PK _/ w S87'05'18"E INV OUT: 153.81 SSMH #8163 O PK-PK NAIL License Number:C-2354 o PB 108, PG 195 � R=205.00' \� o POLK DR o �SS�y 44.59' S88'S8'08"E /7 a RIM: 167.22 L=26.86' EC \\\� z" 0 G l 111.08 �1/2" ro N34'35'48"E Q EIP-EXISTING IRON PIPE O CHORD EIP ECM-EXISTING CONCRETE MONUMENT 4r) ,51TL � m � ECM N18'32'38"W ECM SDMH #81315 ERB 26.84' 94 58' RIM: 163.10 EIR 15 o L_U T I A A NC Jo ERB -EXISTINGERB-EXISTING REBAR ECM o Oo EIR-EXISTING IRON ROD G "'°wG.o S SSMH #8138 Cl #8034 #8146 p- RIM: 163.61 HOOD: 157.13 o CP-COMPUTED POINT ENoNELP_a� SURVEYIN, fps caNST ucriaN LAYOUT 52.80 ECM S87'47'00"E 477.25' 'INV OD UT. 115926, g �e SDMH #8165 INV OUT:INV IN: 11152.70 S�REE� N/F - NOW OR FORMERLY �pOR �O� O��G ECM ECM S38'20'59"yy 111 0^�^0 D RIM: 159.47 / JN oRR/w(P�gc� R/W = RIGHT OF WAY d 84.87' ^, \S, 1 168 ) 5 �� Pvc s RCP REINFORCED CONCRETE PIPE SITE TBM: 4D CS #50Ab p u S51'39'01"E° a PVC - POLYVINYL CHLORIDE N: 442,610.052 ' 2 E: 2,002,737.373 11 ^^^ �50.00' /^�^ 56 Q S SSMH #8065 Cl - CURB INLET ELEV: 173.49 0 p • D °� INV: 150.27 ^ QJ RIM: 165.10 o 1/2" �__\ INV IN: 154.71 HW - HEADWALL ` ' NC GRID NAD 83 11 ^OQ' el so WE ERB / INV OUT. 154.06 S38'20'S9"W o�;151 8, SSMH #8073 • 1 167 ) PROPERTY LINE �`•(N••C'4RO� ��/� (2011) �0 187.30' ^� % - BRIM: 159.76 `--' NAVD 88 ro ^6� c,� CI #8028 INV: 155.41 — ADJACENT PROPERTY LINE `� O :'FOSS/p'•. 7i�� � % HOOD: 157.17 171 AO oo ^° �s INV our: 152.89� -- RIGHT-OF-WAY ^ ..� 1/2„ Z w GR 111171 �` ` wE �i N/F ERB �'-�� ss SANITARY SEWER LINE AL 169 0 a 149, WEST HAMPTON OWNERS \ v 166 ) SD STORM DRAINAGE 457 — ASSOCIATI o LN N F 11° ^o0 16s OF 167 �V CUMBERLAND CI\N ONOUNTY - — — - CREEK Q. / 168 00 S9. 1/2„ � S •• S URv •• � � HIP ^ O DB 8898, PG 468 _ _ JOSEPH P. RIDDLE, III & WIFE, ° �� ERe � WETLANDS ��j F '•••....••' NORTI-1 TRINA T. RIDDLE 1 169' 16j 167 5 Ss PERMANENT DB 8473, PG 802 11 169 �168 166 166 0 ^6 164 �1j, 1 165 ) I #820s X FENCE LNE EASEMENT /// R f0 ®P 16 165 0 M �{J�` HOOD: 160.38 VICINITY MAP 6 �� m 163 161159 rn �� I j0$1 Q INV OUT: 149.98 / TREE LINE b�• J• I� L c�\ 31E1 FL I 16 � C. 77•51' ,�� / BENCHMARK NOT TO SCALE 160 15a N 162 o \`!� ``CO m TRANSFORMER a 158 15a 1 S� \n N/F I 1/2» o L1 CO v1 �s7 GHM GROUP, LLC �'-'` x�P LIGHT POLE 161 h� ^ ^ 156 DB 8020, PG 446 � 163 ) II P�o�PSF II z\ ❑T TELEPHONE PEDESTAL 154 ^yM ��O W W W \ f J INV:n139.71 o I \--� zGG�� o REVISIONS /f © CABLE PEDESTAL NOTES: 156 �`' 152=/ a 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES 15S­%_155 i 1 ^5I ")I �; 164 I N WATER VALVE UNLESS OTHERWISE NOTED. 5/8 g� 1y3 153 _ . w �, w I I a / FIRE HYDRANT 2. COMBINED SCALE FACTOR: 0.99988527 > 158 �. o 151 s� \ �, / N/F �J �]❑ WATER METER LOCALIZATION POINT N: 441,266.581 E: 2,005,245.296 51 w -4 of 107 � - I 1/2" I SOUTH HAMPTON CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY �, I ERB, I O G1 sD STORM DRAIN MANHOLE VIRTUAL REFERENCE SYSTEM. W �� in SECTION FOUR G s 00 I WE 144.1 1� k PB 107, PG 14 ���QJO SSMH #8002 q ® CATCH BASIN 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY W W a 1y6 N: 441,937.993 O 1 2" / \ / Q RIM: 163.61 / I _ 5 ya �S SANITARY SEWER MANHOLE WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC � � W W W W '�W W sa �0 ,, E: 2,003,8ss.863 EIP y� �. O0 �� co SURVEY VIRTUAL REFERENCE SYSTEM. W NC GRID NAD 83 \ 158 ) ' q CLEANOUT 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM I , o (NSRs 2007) �__� �O c,O�G W 155 _ 1/2" $ e F ASPHALT INFORMATION REFERENCED ON THE FACE OF THIS MAP. W W W W W W W W WWW 1\/2„ N82,42,49"E 465.77' ERB I SSMH #8192 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY I W i RIM: 158.81 �, 0 CONCRETE THIS SURVEY. W W W W W E154 �1 3.7 15T) 1/2„ s WETLANDS 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH W W W W W o ERB N/F AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. `\� 0 OTHER FLOOD AREAS, ZONE X W �. W W W W W W`. W N: 441,878.919 ^`�° s11.59'31"E SOUTH HAMPTON OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD �\ W D iE: 2,003,437.856 1s2 121.20' 156 SECTION FOUR I I SPECIAL FLOOD HAZARD AREAS (SFHAs), ZONE AE 1 \ NC GRID NAD 83 AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY '� W (NSRS 2007) 1/2) PB 107, PG 14 0 COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY I ` W W W W W W W W W lS0 110 I / ^ ERB /�--� EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS ` W I 1s / 155 ) BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, 'gs 'ga W W W` 1Qa 142 �SSsr• 1 � 2 EASEMENTS, CEMETERIES, AND FLOOD AREAS. �g W 14 144 2Sg3• 159 1 ERB \ / 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS I 9 �gl o Fs 156.— N/F MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. • *` s 14a sr�Rs 225� SOUTH HAMPTON DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE s� 7s y W W W\ 143 \Qs rkti 3� N/F SECTION FOUR SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR ' 'sr �g_ ✓ a r� SOUTH HAMPTON PB 109, PG 114 CONTINGENCIES WHICH MIGHT ARISE BY REASON OF �gOW; W W ' CL o I� �s2 ^h ,1/2" 150�) SECTION THREE SSMH 8001 ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN �Sa 1g ` W 'g0 eg? ^G a N ERB PB 99, PG 17 RIM: 157.s1 S O� DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. I p 1 ro _ 1a 1/2" N/F 1 rn ram. ,/13s go \s C� 8. THIS PROPERTY DOES LIE WITHIN A FLOOD ZONE ACCORDING TO NORTH CAROLINA STATE HIGHWAY COMMISSION 4a ^ v ' ^� ERB o. C 1 M so 149 ) 222 ) / MAP# 3720040300J & 3720040400J OF THE FLOOD INSURANCE DB 2171, PG 261 I Q WE 130.1, ` `38 ^° 14s s Z- --' 2 RATE, BOTH DATED JANUARY 5, 2007. m I 13 ` Qs �� \ SR2 1 �'-'` / S N 9. THE WETLANDS DELINEATION WAS PROVIDED BY: 155 1 ✓ S 136 / 0 `�/�1 RR \� SR3ry\ I 148 ) 1/2" p M ^ 1 1 �_,i gyp• /p G 42 F ERB � 223 ) GOODEN & ASSOCIATES, INC. ^h° w 133 134 142 , 3g� �__� / c. 1- 1745 CYRESS LAKES ROAD °^ o I 2 1�5 141 'flags r 3�'' �� �9� --\ q� m�J2G� H000i44Cl 63o PROJECT NAME HOPE MILLS, NORTH CAROLINA 28348 �/ 131 ° y ! 13 6 6 10 INV IN: 138.43 PHONE: 910-223-7766 I , a9 < \ t� $� 224 ) Cl 262 SSMH #8356 10. A PORTION OF THE TOPOGRAPHIC SURVEY WAS PERFORMED BY: ^`� o Q p3 \ \ 1/2" #8 INV IN: 138.50 (CI #8323) W W 129 > » `--' HOOD: 144.48 INV OUT: 138.24 I RIM: 146.29 � � s s S33'10'OS"E ERB GEODATA CORP - DIGITAL MAPPING SERVICES i4g �o W �a p �o\a 7 INV IN: 137.00 104 EAST HORTON STREET I 150 149 W �p 56 INV OUT: 136.56 � � a � 1g 90.25' i � ZEBULON, NORTH CAROLINA 27597 a 128 128 f w ^ 1/2 5538'04'05"E 205 ) N/F N W I o 0 1 ERB SSMH #8000 , WEST PHONE: 919-269-5744 `� ' 1 M' 1/2" _ � SOUTH HAMPTON N/F W a g6 1 84.47'�J� RIM: 146.59 f 1 co � 51 1o,s .. ERB SECTION FOUR SOUTH HAMPTON FAX: 919-269-0413 147 146 �� o lq '3`�S00'02'06"E-��153 S Q f SECTION FOUR 147 127 s PB 111, PG 90 ! 145 \ 126 W o gag ,g�9j 7q9~ 1Fn8.41` 151 - , Cl #8269 ��` ;�� APB 108, PG 122 0 , �' 145 1/2" 15 HOOD: 142.74 Q� HAMPTON I 1 144 i\W W W \ � ^ � � 'a S24'ST17"W�ERB RGQ IN IN: 136.21 NG FIRM NOTES: 1 I • n P 1 ^ ` ^� N/F P� 1g•'PVC '07 's, INV OUT: 135.9060 cJQ��` vgR�G1 , 1ERB' \ /1y, a 41 W a `>' MILD INVESTMENTS, LLC i S 8" `g # .o a s257 � � Q P Ge ss ._—. �O -gyp <n °� ^ WWWW W N C 8 HOOD: 143.28 S, Vtl �O R� 15 Co 183�) S49'34'48"E DB 8465, PG 180 SSMH 8362� INV IN 137.48 P F� �L s �� RIM: 136.23 SSMH 8361 --144 2 -- 188.60' ZONE AE BASE FLOOD ELEVATIONS DETERMINED. /RoJPS��/ N \` N \` > # �14 - R=336.23'^ 1/2"1` ;4. a — PHASE P k I W ` � S ry 1 135 a RIM: 137.794�9ERB" 9'4$' 13A 131 GWWW 1 as 0.,._ 11 L=128.61' 138 56 138�741 139 Cl #8323 5/8" ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF o� ^o 1s8 CHORD 135 9 HOOD: 144.33 ERB 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS 1a2 ^� • W W s , ^ ��o 'gig 1ss s83'o4'S4"Er 135 1g6- O ^O W W W W { '�' a2 M 1 13 �� �, CI 8289 13g 38 > INV OUT: 138.89 11 11 OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS / r o \ o a ^ 2 135� 127.83' # 4 1 134 A ZERO LOT LINE I I I ^ . y W W s ��— ��132 HOOD: 139.68 3, 136 36 c,' / CI#8300 G LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED o z 13$ 13a ^,ti W W W o W °r 1 ^ 132 CI #8275 �o INV OUT: 129.883=�� CI #8290 "1 /�13? HOOD: 141.19 5/8" BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. / / 36 2�\ W W W W ,, 2a ti # HOOD: 140.88 , �� ��� HOOD: 139.48 "o�J INV IN: 136.08 ERB R=269.87' _w 9-INV OUT: 135.92 L=74.58' DEVELOPMENT 5/8° 1 13 14n \t W W °� '2 �7 131 133 ^ S RIM: 130.6INV INV IN: OD: 1 (. 8289) �� i EIR 3° �j N/F W W S �s 1 129 30 INV OUT:1134.81 W W W W W W W ( ) 12 CHORD 135 3 i M�GHM GROUP, LLC 1 W y1 INV 122.97 - INV IN: 131.11 CI 8275 R=255.00' rn 12g ^� I 127 INV OUT: 129.00 L=230.30' O N48'12'49"E 7799, PG 613�° W W _ `U\ 12) 126 W W W W W W INV: 124.61 129 _/ �L� CHORD 1/2" 74.35' AREA: (BY COORDINATE COMPUTATION / I / 132 co 12g ^ ^ti0 1 ^1 5 " W W W • W ` N82'00'13"E EIR �1 -12 S 1L IF INV. 123.18.222.55' l 3,841,070 SF (88.2 AC) / � � 12 7 � 28 - - 2 Z� Ain INV. / 129 126� 124 ^�V ` 123 ��3 1 '� W _ THE TOWNWOF OPE MILLS LIMITS �`� ' EXISTING 0 10 �\ W W W W W W W W W 124 126 C`\ W W W W W W '�' W 1y W '� CONDITIONS v I IV W W W W W W W W W 3 W W W W W W W W W W W W �'�Q REFERENCES: PIN NO: / 123 123 ^�^^ 1 W -,, `\ W W W W W W W N W W W W W y W N/F DB 3008, PG 68 0404-31-3069 122 122 W W W ` / W W W W W W W GT RECREATION, INC. DB 6892, PG 379 0404-31-8623 122 titi W W W W W W W W .0 W y W W W W o� DB 6892, PG 379 DB 7009, PG 456 0404-32-4489 121 e ^ o • 12rL�a DB 7799, PG 613 0404-32-6039 \\ 1 C W W W W W W W W W 2Q W W W W W W W W W DB 8020, PG 446 0404-41-0844 I 122 11 �22121 �0 -:7 DB 8124, PG 153 0404-41-1942 s ���S 119 p W W • W • W W W �a DB 8465, PG 180 0404-41-9355 120 11V W W W W W W W W W W W W W ,;, W W W W W W W W WHO PB 89, PG 106 16 W W W W W W W W W W W v W l. PB 93, PG 65 117 119 1 O `ZONING: R10 DIP CLIENT PB 99, PG 17 �^ 118 1Q \ W W W =W W W W W j W W W W W _ �PC�C' O EI PB 101, PG 155 117 PB 107, PG 14 30' FRONT 120 • 1s 106 1 W W W W W `C° \ \ PB 108, PG 122 10' SIDE (1 STORY) g 118O / k W W W W W W W W^°W W J W J W \ 2 ) PB 108, PG 195 15' SIDE (2 STORY) ��� 111 °5 i s W W W W W W W W W W W o1� `-�/ GHM GROUP LLC PB 109, PG 114 35' REAR 120 118 / 3 W W WWWWWWW WWW W W WW _ ��% N/F PB 111, PG 90 122 10 y W W W W W + ^o"O W W W W off ` GT RECREATION, INC. PB 119, PG 190 CO W W W W W TRACT THREE PB 124, PG 155 ``� llllllll/ //' ` \ W W W W W W W W W W �co0' DB 6892, PG 379 `` N CAR I' A •Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W ```O�� • ••• W W W W W W W W W W W W W\y )� PB 93, PG 65 ` ••t SS Q` /Nz- O`/'�'''•••21' 120 (0. W y OO W W W W W �.T�CrrJJ W W W W W W N ' 1 1� 116 1 2" AL = 115 /J 106 \ W W W W W W W ERB 457 116 ^^ �(�C? � !_'O� 104 ///��� W � ^� 11S 10 o V �W W W W W W \ 7670 Raeford Road SU\k �!` 113 114 Os\ ` W W W W W W W^°� rW h I f r Fayetteville, North Carolina 28304 RIIIIS��```` 11� ��w� �15"w %�s8 8�• — �„ / ^° o �� W W I I I I /T I I Phone: (910) 221-9901 I 9,;•,, �a �o o, �^� � � � � ( �� I 1 .1 I I I I I I 1 � I I I I I I I 1 \1\\ Fax: (910) 826-4546 112 .130.00 8 8 v � W W J 62•'25' IL+ N/F 1 <y' I/I I ° co JOSEPH P. RIDDLE, III & WIFE, 13 0� 1 v TRINA T. RIDDLE 113 ^�o os � o �,°� o 1 / ^°� I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES A DB 8473, PG 802 ^ / c N2s39',8"w SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR 112 1j / 1/2"1 85.37' I I I I I I I I I 6' I I I I PROJECT INFORMATION MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES 10 El ` 104 , 7 �l) 0 I I I PARCELS OF LA I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" _ 1p3 I I I I-1/2,, o I ,0 (_ �o 'ems _ I —T I I I I 0 1/2" 1 1 EIR S 6' J\ I I I N/F I • TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY EIR - ' PATRICIA JACKSON DAVIS & HUSBAND, SURVEYED BY: WES/RON/BOBBY / I I I N15'46'34"E 06 ` I I I PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT � ^ ,'os 85.73' � \ I` 1 1 WILLIAM R. DAVIS 1 --------- ---------------------------- MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE �� / \,o DRAWN BY: SEAN a PROFESSIONAL LAND SURVEYOR - L-4571 Nti ^/ I I I I I . �� DB 7009, PG 456 CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND 113 ^° ^ o / / 1 / 1 1 N30'54'45'E ` 1 1 PB 93, PG 65 1 N SEAL THIS 25 AY OF E5 U41ZY A.D., 2014. / I I/ I I 110.09' a CHECKED BY: JIMMY — / \ I I I I I I I I I I I I II// 1 1 1 1—I I_y '�\ Q 1EIR o ( � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT NUMBER: 583 -------- -------=--------=----- >I I 1 1 N PROFESSIONAL LAND SURVEYOR L-4571 31 I / - D90 ?w HOO10 (INV OUT 1os.os 1� " ��_ �I I I I I I I I I I I I DRAWING SCALE I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN ham' 1/4!' UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE `' / ' ERB, a rn,�� 1 ERB10� 3 UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN °�� sue. �4 102 �� 1 /1 I I I I I 1J I 1 I HORIZONTAL: 1"=150' co BOOK 8465. PAGE 180 OR OTHER REFERENCE SOURCE I / �, I Isti o ?-); THAT THE BOUNDARIES NOT `� \ 18FE RCP 98.1911\ O�FF�r\►ro "W EIR /1 U k �0353 13A6g 5/8„ �\ / SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SSMH #9018 I / _, 2648 I I y 11 y k— fi I— 4- BOOK _____, PAGE _____ OR OTHER REFERENCE SOURCE SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY RIM 107.91 1 148 ) � 110.28 r `" 512 I 5/8" (` T I— I I T ________ _________; THAT THE RATIO OF PRECISION UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED SHELF 100.16 / I �__' 11 151 ) _ 1 J 1 EIR o OR POSITIONAL ACCURACY IS 1:10,000+; TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD INV IN 99.77 `--� o , p I I I \ L I I I I I —I I I I I I I •I I L y — AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED INV OUT 99.i0 0.24 / 1 1/ GRAPHIC SCALE DATE SURVEYED / .. � 1/2„ 1 O 01/2„ I 'EIRf` -I•-- —I I -I' 'I �' I �' I/r STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH THROUGH A GRID TO GROUND ADJUSTMENT USING THE /� 15" 1/2" EIR_'-EIR I EIR `I_ _ CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS ECM I S 1 2,,w RCP ERB _ \L , 1 1 I l� ( / — 150 0 75 150 300 600 FEBRUARY 3 2011 y ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY PERFORMED ON JANUARY 15, 2011 USING TWO TRIMBLE 5700 +r 1 ECM I _ Cl #9013 11 I I I I I I I I I I I� I� 1 / — ^IIII l O EIR 12u P O 152� I I I I I I I I -F 'f 1 1 1 1 1 I m II ! I VC S FF �__�� HOOD 110.14 a HAND AND SEAL IS 25 DAY OF FE62UA2Y, 2014. RECEIVERS. iw SS WELL #90221 2" O / I INV IN 106.00 9004 I 1 1 1 1 1 i 1 I GRE I —1 1 I 1 1 1 o l Z ^ HATCH 108.83 / ' 1 0 110. �1 r ( ) h I' GKF15H I�/ a \ Q _U INV IN 100.64 EIR O /� I SSMH #9008 - INV IN 106.04 (9012) @ / -I -u BOTTOM 93.13 1 1EIR 147.) PVC RIM 111.36 INV OUT 105.80\ I ICI I —I I I I I II'I� I I I I I/ / ( IN FEET ) SHEET NUMBER x ---------- ----------------------------- HELF 100.73 --------- ------------------------------- co ( I Y / I I -- y NV IN100.35 __ �I1 �� PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 = 0- I I / I �1 �x FFE INV our 100.3o i� ,1 1 1, I �- f� 1 1 1''I� 1/ 1 1 1 1 / 1 inch = 150 ft. V, . 111.9E __ 1 158 ) I y •1� I— 1 1 N f —I- 1' I I I I I 1 1( GRATE 111.41 FFE ' ` 1_�� 159 ),1 y -1—IJ 11 1 I 1 I I 1 1 w � I /1 INV OUT 108.11 112.51 s 1s" RCP 153 ) I �� \ �' 163 ) I I I I I I I y l (/ SSMH #8997 N/F --' Cl #9004 I r �� J t I I I I I / / /O / 1 /� RIM 112.18 STEEPLE CHASE HOOD 111.93 / ( S \ —f— J_ / SHELF 101.49 15" PB 119, PG 190 INV IN 107.83 I / o / ( INV IN 100.78 RCP INV IN 107.42 (9002) ✓ _ INV OUT 100.74 \ / 409 Chicago Drive-.5uite 112 STREETER DR I Fayetteville,Norfh Carolina 28306 � LLJ N/F Phone: )426-6777 0 ORADO DR SPRING HILL MISSIONARY BAPTIST GROUND STABILIZATION CHART EROSION CONTROL NOTES Fax:(910)4265777 z DB 8124, PG 153 S License Number:C-2354 \\ Y POLK 0 I PB 108, PG 195 \� DR 0 �y SITE AREA STABILIZATION STABILIZATION TIME 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND z" oOQ0 I I 1/2'. DESCRIPTION TIME FRAME FRAME EXCEPTIONS FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE &) ,5711 JSEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY ECM ECM ERB PERIMETER DIKES, HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED o L_u T i o N i N c ����� SWALES, DITHCES 7 DAYS NONE WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE �` G pdF �� ' ECM S o `� AND SLOPES REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' ' P / EN4WEEzING su VEYiN� GPs caNSTrzucTioN LAYOUT 5e y 0� L 42 ~ D EEC HIGH QUALITY DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO � ECM ECM ��� 'G O ON SCR G MAINTAIN A PROPER BARRIER. GAS �Asr ECM r ❑0 NOR1 �Pgao ZWATER ONES (HQW) 7 DAYS NONE 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES G� s C. ) I W INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL / 1 168 50 R� BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR TBM: 4D CS#50 48 43 j IF SLOPES ARE 10' OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. SITE N: 442,610.052 47 ( S SLOPES STEEPER LESS IN LENGTH AND ARE 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE 7 DAYS E•ELEV:2,737.373 �, 46 \ ' j��� THAN 3:1 NOT STEEPER THAN 2:1, CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN NC GRID 73.49 83 112" 14 DAYS ARE ALLOWED ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL ��0111111I / 44 WE ((((� �_' 1 ERB PLANNING AND DESIGN MANUAL. ���� CAR / (2011) Sp. T 5111 ` � l 167 �� '�N .....•�� �i !�j Me`�Q� �� 7-DAYS FOR SLOPES 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM SS Q� •• / /i NAVD 88 w(p���Q\ 45 1 b� \\ �\ SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. ��_�;OF�SS/Ord,••; �� / IN LENGTH 910-433-3300 FF 51 �e�/C OCf( O � �� ��\� ( �� �" 1/2" 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO N/F \ ERB _ SEA _ 53 c0 niF 149.1 WEST HAMPTON OWNERS 1 6 NONE PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS 027 - 0 52 FTJ \\\� ASSOCIATION OF ALL OTHER AREAS WHEN TRACKING OCCURS. o - r� \�\ 1 (EXCEPT FOR ` LN N F 54 CUMBERLAND COUNTY 1 2 WITH SLOPES FLATTER 14 DAYS PERIMETERS AND 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY �� CKEY HIP JOSEPH P. RIDDLE, III & WIFE, 1 I O 87 \S� Did 8898; PG\468 �\ ERB THAN 4:1 HQW ZONES) PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE �� 0- 0.,.�� E,.• `�� NORTH TRINA T. RIDDLE S� \ 9\ \\ ` THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, `SCp DB 8473, PG 802 56 55 r �1�\�GO �k�� 65 \\ )�� `1 ��\ll� 1� 1165 BARRIERS AROUND THE PILES. TEMPORARYTOEMION PORARYM ALL STOCKPI�ES STOCKPILES ON PING AVEDILT / l JOR OTHER �lllll111��� 58 57 (\ \(�\'�0\\ OO 86 � �= /�/��1 `� I f I ( SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER [^� VICINITY MAP 64 /f�/I I, I� I I / LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. �� 'v �� 192 I I/ 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE LEGEND: NOT T ALE 5� 63 85 1 1 2" I � pl UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT NIL 0 NL-NAIL O O �� \ o • N/F w' •��II 1\ RB I / PQo�\l TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND " / GHM GROUP, LLC ( \ �x� ��F REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES ECM ECM-EXISTING CONCRETE MONUMENT 62 �� W O (" DB 80:G 4i6 I 163 II Gp�OFPS II IMMEDIATELY. EIP Oo EIP-EXISTING IRON PIPE \ Q0 r 61 " "_ W 84 �r \ / Jo��/ / 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE REVISIONS EIR Oo EIR-EXISTING IRON ROD l sg 60 r�,� BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE EIS ! 67 r �\� I f III II ,, / I BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST ERBO EIS-EXISTING IRON STAKE 5E R +� i� - � G ' / II I EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE O ERB-EXISTING REBAR \1 (`n `� f I� \ .° \ N/F �J SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND 1 W W 1/2" SOUTH HAMPTON STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE N/F NOW OR FORMERLY /` �-� s \ �W 68 J'� J f W XERB, O G1 �W W \ SECTION FOUR G EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. R W - RIGHT OF WAY I -z- <" V 1 \� �� 0 SSMH 8002 / � � � °. , • • „� / f 82 � \ "" I \ � PB 107, PG 14 Q� QJ �, # 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PVC - POLYVINYL CHLORIDE 11' r`! W W W i f WE 14- I I \� I1 N: 441,937.993 o '1/2" I / gQ �� RIM: 163.61 PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT �y \I 0 E: 2,003,899.863 I EIPy OO 10 VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR RCP - REINFORCED CONCRETE PIPE I \ W W W W W W \\ / / 69 ` s NC GRID NAD 83 \ 158 O o 0 NSRS 2oa7 APPROVE THE ACTION PRIOR TO REMOVAL. W W W PROPERTY LINE ° �\� �` ���!` �� \ \\ 81 1 `5( 1 )Wt 1/2„ $ e� 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE ADJACENT PROPERTY LINE W \ W W W W`/ W W �� y ( �I ERB SSMH #8192�� INITIATION OF CONSTRUCTION ACTIVITY. \ y � ✓/� y �\1 1/z" \� C L` 1) RIM- RIM: 158.81/r 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE -- RIGHT-OF-WAY �+W y W W W W y W r \� 70 <\ - ' 3371 W W W � �r 1/z,. ,I OVER ALL OTHER CONSTRUCTION ACTIVITIES. - EASEMENT LINE ^ I I (I � \ ERB ,' N/F 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND �"' \ iy \%E 2 0 01384 7 8 5s ) W W y}� r !�\ l ` SOUTH HAMPTON PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. ss SANITARY SEWER LINE I (� , \ )r' SECTION FOUR° W� W W W NC GRID NAD 83 R' I 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR cns UNDERGROUND GAS LINE p �» W \+ -«- W W W y \ a W W 1/2" PB 107, PG 14 \\ `l . `\\ y (NSRS 2007) �rk r II� ERB STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT OVERHEAD UILITY I �-�'� >� /(� IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE - - WETLANDS 120 . \ W W��W\W W W` 71 `�r5` �� / f� 1 155 MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. �� 1. ° �� �\ ✓ ( 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS �j 4 �'� SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY TREE LINE I \' �l \\ � r �f 10 E^�\ ❑ N/F VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR -Eoc-Eoc- LIMITS OF CONSTRUCTION .• \ x U" fJ -sF sF - SILT FENCE LINE I 121 �° y~W �� �1 y_ , 80 \ SOUTH HAMPTON STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 f{1 -A 1 /�✓1/2- 150 N/F SECTION FOUR CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR - - JUTE NETTING I I \�-^ 11 ` 150 SOUTH HAMPTON PB 109, PG 114 OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES -olv-olv- DIVERSION BERM o y�/ `W W W �u ERB, \ SECTION THREE SSMH #8001 OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. I PD � C � 79W �\\ PB 99, PG 17 RIM: 157.81 O113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN -------- STREAM CENTERLINE N/F \ Or �' 119 _ L 1 � ✓ �� 12 �`� O ERB p, � EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 ======== TOP OF BANK NORTH CAROLINA STATE HIGHWAY COMMISSION r ^ \ \ y y ��2 149 I 222 / WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING DB 2171, PG 261 (( v \ I F I 1 _2 CREEK/WATER SURFACE LINE I 1 c / � I '� N COMPLETION OF CONSTRUCTION DEVELOPMENT. a1 y i ,y +POND r• r \\` 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES BENCHMARK 123 _ -rp `i WE 130'1 I� 78 I 13 n / O \ I 1ERB' 223 (p. / 9G SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT [f]TRANSFORMER I DURING THE COURSE OF CONSTRUCTION. PPS UTILITY POLE /� f y O y W V W W�W a 19 / / �7 %, G 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND PROJECT NAME MULCHED ACCORDING TO THE DETAILS HEREIN. LIGHT POLE I c m ( 73 ❑T TELEPHONE PEDESTAL Q �� Jj W W W W W � I 77 V ll \ 14 O 1/2'� 224 / 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS W W W )1 J 18 ERB / LORRAINE MOHLER. CONTACT 910-221-9901. © CABLE PEDESTAL I �� \ � � W) � � \ 5 / 1/2„ 2 5 N/F C• GUY WIRE J�� .`� 1`W r W 15 O/ ERB -� 1/2" SSMH #8000 SOUTH HAMPTON N/F \ 74 • (� 1 1 RIM: 146.59 l o cER6 1 SECTION FOUR SOUTH HAMPTON WEST D4 WATER VALVE OPEN-CUT STORM WATER 17 q O I S AFIRE HYDRANT ❑ l �) i 1 PIPING CONNECTION �� Q O I PB 111, PG 90 \�� / k1PBE 108,NPGO122 ` l 117 OPEN-CUT 75 r \' S / 1 - 1/2 ���/ G 9 I W I 1 I v SANITARY SEWER �r 6 ' `SO Oj(� 16 p ) ERB - �� R\\�' ,c S HAMPTON ❑❑ WATER METER , i y MILO I ENTS, LL �; O % ERB SD STORM DRAIN MANHOLE /col I,% �y P 118 y 1�W j o`' \� '� / O a O OSP P�6 1/2 \ ® CATCH BASIN Qo 11� >/` J W y - �\ �°�<<C,O PG 180 �t83s2 N �' P _1•�• ��•;,C� \\)`1 �p R� X 183 �S SANITARY SEWER MANHOLE x�P�E� \ J 116 W y ° �i (� (/ y RIM._111Y \ FSSMH - O 5 �� � 27 U URIM: 137.79 oco CLEANOUT �PR FPI I \ I ' W 2211 Spy T I / 28 U U ` _ \. a 5/8" PHASE 11 VG 125 SS co W +� � .v W W � 22 Fj- 1 �• � � \1 2o ERB TREE / � � LO\NC'RP BLIC STREET) � W W W W W " W \ \ J'W/W y J _ �'• � IQ m �- `® 34 35 � o �� "ZERO 1 0 SOIL I I R O y� g0' /W ` 115 dI l.�y y_ _ -� �= A Z E RO LOT LINE" WETLANDS ice' vI W . W 4 W\ '� / 26 m 3 /� JJ 37 41 �-r/� 5/8„ INLET PROTECTION / / s/8' 126 L N F � �W W ° s 23 � O - -� �RIMH 130366 � W W �y W 88 40 p O I I EIR f 1 w �\ W4 = W -39 ERB DEVELOPMENT GHM GF!OUP, LL W W �y �1\" W \W3 ` = o JN 122.s7 Y W `Y \� 1 OPEN-CUT n 2 W W /Y C \ � � (v v SANITARY SEWER- u7 W W W W W / W '� CONSTRUCTION SEQUENCE / 127 r y W by •1 O fix, 25 �� I I Or PG 3 \ �R DWAY X-ING � Q 29 r ✓ 1 / 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE 101 / 90gPPE fo ROXIMgTE LOCg77pN I W �j 111 1 100 89 V��JV _ \ r W �WyOFp�ILLS LIMITS _ OVERALL CONSTRUCTION CONFERENCE. )f 112 '-" � � � L � >o ��i W �� - of °- ••��-� � 2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND j 128 O �° - O C -\ O \ 24 ti o oN ° �I W ILL I-WL- ;_ W W \ DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE / , y��/ GOING ACROSS ROADWAYS. 102 91 88 \� ROAD CROSSNGI v W W W�WIW �•IWI�WW ° W W �'WI I Wr W GRADING AND 3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS O I I�) I" W l� �•��/° TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND / 129 \ 111 99 1 h� / l �J- �� \ 30 ,\ W W y W y N JLW W W W W W Wj W W W N/F TEMPORARY SEDIMENT TRAPS AS SHOWN. \ ��\ r �, r- I�\ y /W W W �W .'y W W 4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE O W ° W \\ I N / � W W�W�-.� W�+ W • GDB 6892, P�N3 INC. EROSION TRAPS AND BASINS. 110 103 \ 92 \ \ \, W 31 5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL. o / T " �� 120.41 W W--. 6. CLEAR AND GRUB THE SITE AS NEEDED. 130 \ T 98 ? 1 W \ (\�7 �W W W W W -vim W� CONTROL PLAN N CT� / \� V .Y J�V 7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN O 104 93 � "��oQ GRASSED. r 109 W W W �`W W N W W W W `o W 8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN. O 1 97 131 94 9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING. c _ 900 10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING r 108 rn \ W W W W W W W W\W �Z� •� °� W ° W�W� _ J.P�G\�o EIP CLIENT EXCEPT FOR FES-95 WHERE THE SEDIMENT TRAP IS LOCATED. � "a 105 c 70 95 �y n � , � , y W. W � � ��� 11. ONCE THE STORM PIPING IS IN FOR FES-95 REMOVE THE TRAP AND INSTALL 132 n m U ��Q THE REMAINING PIPE AND DISSIPATER. I� gg 2 12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE p rmn cn �� W� G W W W W W W W W W S W W W W ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED. O 106 A O C� J N/F GHM GROUP, LLC 107 rn C 'W W W W W W W W W W 13. INSTALL AND PREPARE BASE COURSE. 133 �^ { 14. REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS O -1 S ' W W °\lW ° W I ���` ` GT RECREATION, INC. STABILIZED. - ° y ^� J'��� °\ \ �r W W W W W W \ \\ �S `� TRACT THREE i� .1 W W W W W W W W W W W W W DB 6892, PG 379 15. PAVE ROADWAYS. � °. � \ W J W J W W W W � W W-.� --��� N 16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. �40 141� W W W/ J 1 ' 144 , J W W W W W W W W�^• W y / PB 93, PG 65 17. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY O ,t�eC, W /� 1 J \ W W� ~�\W W W\ � ` - - - - - - MEASURES. ® • i f �� // d W W 1/2„ 18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT 138 139 AERIAL SANITARY \ W W\W\ �-f/\ fW� LERB WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN 0 ❑ \ 137 O �- DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. 134 SEWER W O /� �. pE� sARWSJ\W 7670 Raeford Road 19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE o ,� \SOP �g�\G ;) W W W W W 1\! J W W W �. -v` .V � DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL n 146 �P ti' J W\��\W W J W �✓�`r Fayetteville, North Carolina 28304 MANUAL. 136 �/ U 135 � �j0 RI 150 Z� W�W y� W \ W \W y 100 YP Phone: (910) 221-9901 W W W W W W W lag Fax: (910) 826-4546 N/F 1 JOSEPH P. RIDDLE, III & WIFE, / ^Z� ��,\\ � 1470 151 y \� GRADING NOTES TRINA T. RIDDLE / �� \\l �\1' `� -� -7 DB 8473, PG 802 v ws T r - OPEN-CUT / 1/z" J� 156 7 PROJECT INFORMATION 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS LL/SANITARY SEWER EIR I 152 N OTHERWISE NOTED. P2 �-? / -1/2" o i \ -� 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING o �� /0 1/2" EIR / / _ N/F ' EIR // \o PATRICIA JACKSON DAVIS & HUSBAND, o DESIGNED BY: BEN ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND /l< f/ WILLIAM R. DAVIS b SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN 1� /,r I I 155 DRAWN BY: BEN N ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON DB 7009, PG 456 N NEIGHBORING ROADS. ) / /I //// \ PB 93, PG 65 CHECKED BY: SCOTT • 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE / ,ram W CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; 6 / /�/( 1 1/2"/ NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS r ��/ �/ �/ ( ® EIR o PROJECT NUMBER: 583 BEEN COMPLETED '( \- - I '`l W 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER I i � 153 `F\N FW F q o TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING //� / �� \� �\� - I\ W "ZIP / 2 OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND r�� ,�� �� �� \\\ -AERIAL SANITARY - q DRAWING SCALE UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE -� //�/� `� 1/4., 1/4 \ SEWER 3 PLAN e �� ERB 150 ERB �l q 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF �j, / lII 4\\\ \\\ J f oo YF HORIZONTAL: 1"=150' ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT / /�Qco S3 I \ 2 o SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE // 0os \ OPEN-CUT //// / SANITARY SEWER EIR , yF M TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 1/1/ ,� o .�`� 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER , I o/ 148 \ 1 ��� _ ��j \ 5/8" F O GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY - EIR - roi y _ o PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY o �-� -Q \ ❑ a / \ , I 2" O O` - 1/2"" I GRAPHIC SCALE DATE RELEASED PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. • a II 1/2' L EIR`1/2° 1/2" EIR I FW 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH / rL1 j EIR EIR - / 150 0 7s 150 300 600 3:1 SLOPES AND SURROUNDED BY SILT FENCE. ECM ECM) S 1/2" � ERB I APRIL 30, 2014 N 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE S' ` _ �I p EIR \ _ :.`O :,;' i J a ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. w I I 1/2" ` 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A z -� � / EIR p 0 E CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL , 000 -I j \0° I r 1EiR /147 �J I \� i / ( IN FEET ) SHEET NUMBER = FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR Know what's below. _a 00 ( I 1 inch = 150 ft. SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL II before I a x 1 FM / V__DRAINAGE PATTERNS. Ca be o e you dig. 158 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO I 159 THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. Y /� \ N/F 153 I I / \ 163 / THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 409 Chicago Drive-.Suite 112 STREETER DR 148 Faye-HevilLe,Norfh Carolina 28506 \ 1/2" Phone:(910)426-6777 N 0 ORADO DR ERB 223 'lop GROUND STABILIZATION CHART CONSTRUCTION SEQUENCE fax:(910)426-5777 z License Number:C-2354 POLK DR 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE s FSS SITE AREA STABILIZATION STABILIZATION TIME CONSTRUCTION CONFERENCE. r \� Q z" �p 0 / I A DESCRIPTION TIME FRAME FRAME EXCEPTIONS 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND 4r) 5 ITG S m �0� s / DIVERSION BERMS WHERE SPECIFIED. o L_u T i o N i N c PERIMETER DIKES, 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT SWALES, DITHCES 7 DAYS NONE BASINS AND SEDIMENT TRAPS AS SHOWN. ' AND SLOPES 4. CLEAR AND GRUB THE SITE AS NEEDED. EN�wEE2iNG5uzvEYw� �pscaN5T2ucrioN�YouT 9� 0 El f 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN i HIGH QUALITY GRASSED. WATER (HQW) 7 DAYS NONE 6. INSTALL UTILITIES. + / ZONES 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. 224 8. INSTALL AND PREPARE BASE COURSE. ' SITE 1/2" `" IF SLOPES ARE 10' OR 9. PAVE ROADWAYS. SLOPES STEEPER LESS IN LENGTH AND ARE 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. ERB / \ THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY ES. ``��r,1111111///� 14 DAYS ARE ALLOWED MEASU12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT `���'(N••CARO�j/��� f 157 ! 157_ 7-DAYS FOR SLOPES WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN `� O :•FOSS/p•. j SLOPES 3:1 OR DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. _:• O 14 DAYS GREATER THAN 50 FEET '�y• FLATTER 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE _ '4 < GR ERB ) IN LENGTH _ SEA 156� � �� �_ DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL tk 0� 2 4 _ o l �_ o n NONE MANUAL. o U �� \ 1 \ U ALL OTHER AREAS EXCEPT FOR Q HIP LN 1 205 \ z WITH SLOPES FLATTER 14 DAYS PERIMETERS AND C NE •' � CKEY NORTI-1 �P �' 155 _� / \ 1 I THAN 4:1 HQW ZONES) I ''���SCOTT••�R �``` 154 -/ 154 -155 \ / 1ER6 �� ��////11111111���� VICINITY MAP - 151 -, _ - 153 \ \ - ' I m % / 02 2, �y NOT TO SCALE / ' 2 153 \� 4 1 149\ \� SSM, 18000 / `1 152 RIM: 146.59 CI #8262 1 / N/F I REVISIONS SOUTH HAMPTON v HOOD: 144.48 / INV IN: 137.00 1 N F / L CI-46 �� , 's� '\ \ \ 1 _ _ _ I INV OUT: 136.56 / / PB 108, PG 122 \ SECTION FOUR 7 IN R0A 's\\R3\ \ 145 - ,\� /� - -1- OOl �� / \ I SOUTH HAMPTR / \ I DIV \ � 00 �� �` 00� 1/2'. 1 �� SECTION BC 110NP 09R0 CI #8326 �� TEMPORARY INLET _ 001 ERB- �"cI #8257 / / 1 D: 144.30 INV IN: 138.43 - INV IN: 138.50 CI #8323) Q / y\ C 0 SSMH 8356 \ G�<p\\ �� �1-44 �► PROTECTION (TYP) 001 has / GQ� ( / S # �- HOOD: 143.28 146 - INV IN 137�48-_ R ; '(90 ls, �• 70�___O 001 -001 / 007 '�/ ���$� CI #8269 INV OUT: 138.24 RIM: 146.29/ \ \ I HOOD: 142.74 \ \ 00 �\ J•�•� �_O ^�� '' �� / �0p, INVVOUT:IN 11 5?96 // 1/2„ \ hn 8362 S 66.70 LF CI-44A �00, RGQ / lsj ERB \ I \ 1 <00 \� flM: 136.23 ® 2'569, 1$„ - \ ` 8"pvc/ RCP _ --I v W O `` CI # 8289 /// CI #8323 183 HOOD: 139.68 \ 46C \0\ \S f��_ Cyr- LID L C� CI #8300 / HOOD: 144.33 �- ` >% 8"5 VC/ �� 1✓ �_ �--ta �� too _ W / o�� ` INV OUT: 129.88 HOOD: 141.19 INV OUT. 138.89I IN �- ♦ / 6.08 /OC\0� S � TEMPORARY \t INV OUT:1135.92 \ / C \ SSMH #836' \ CONSTRUCTION W �pC\/� 'a8\ RIM: 137.7 'w --� - ENTRANCE to ERB/ �QC ~ w /00� \ C ♦� O / •� � F ��'OC I .-. _i � C \18;RCA Q 1 O�SP� 1 �O / -�\ �_ _� HOOD 40.88 �� 00 O 0 \ 1 / MIN FFE:135.00 \ 7351 v° 1 / / / \�' I I \ \\ INV IN:NV OUT:1134.81 \ W / �6G 139=r / J ' O I TEMPORARY SILT / 13a \ \� III �j / / 28 n REMOVE EXISTING MANHOLES FENCE (TYP) \ J 6 \ 138 \0�14r W -W \ _"' SDMH-93 i_ _> ►- w AND ALL PIPING \\ ^ _\ \ \ \ ^ oSDMH-91 _ ■ / 1 ` �� c� Q i 0.4_5% 18" RCP SDMH_-94 / 5/8 p MIN FFE:139.00 135 - \ s L _ 17.75 LF ® �� � // \ / ERB O v~i 1 MIN FIFE: _ \� \\ OC _ \ 0- MIN / r- 13sU 1 33 / _ LOC LOC 4.17% 15" RCP \ \ \ -136 -�Y FFE`0.00\J \1 �/ �/ e) - 'o 1 _ 134 \ O W O I �_ / 35 �� O CI #8290 \ \ v / / �/ \ i \ \ \ a - / \ I o/ HOOD: 139.48 PROJECT NAME m ) �� ® INV IN: 129.12 (CI 8289) �_ / - / J INV INV OUT: 8275 O / ® \ �� o �- 135 - / / MIN FFE:136.00- l / ) / r \ \ \ 132 ` i 736 C� 5/8„ ♦ \ O, 2 b �\ / / / ` 36 \ o^ � \ \ \ �s \\ MIN FFE:134.00 ,- _ �/ /I ERB \ / 131 '� �. v - / O \ n �� v I REMOVE EXISTING 15" RCP \ / / / \�\0, / / FES�92 REMOVE EXISTING 18" RCP AND REPLACE AT NEW, \ i, `0� 41 - / WEST \ / � 130' -- 132 _ / J ` / / AND REPLACE AT NEW r �� _ / MIN FFE:137.00 a LOCATION OF PIPE AND \ ` \ ADD NEW STORM BOXES / ♦\ / oo / / M \ \ 37 / "/ 7 LOCATION T PIPE AND o0 \ / r / \ ® / \ -RIP RAP ENERGY DISSIPATER I ♦ � \ o • , L ADD NEW STORM BOX � MIN FFE:135.00�� \ I I S 1 12s� ' J \ , ♦♦ /' TEMPORARY SEDIMENT TRAP 7 '� . MIN FFE:136.00 34\ 40 \ �oj L: 7.5', W: 3.75', 8.8' / HAMPTON \ / THICKNESS: 18", D50: 8" / \\ SSMH #8364 \ 1 �_ # RIPRAP CLASS B STONE lj 05 r NV' 12 .96�/ O 130 - / SIDE S, PES= D=3' \ / . / 38 MIN FIFE: ro \ �_ � ♦ SIDESLOPES=2:1 I -� � n FES-95. � � � PHASE 11 ■ \ / JN=14,10,10 WEIR=6' /- 1 • \ O RIP RAP ENERGY DISSIPATER 39 0 / ♦ SIDESLOPES OF TRAP ARE TO ♦ -/ L: 6', W: 4.5% 7.5' O '• � \ i� _ ^ / ♦ BE SEEDED WITHIN 7,DAYS ♦ _ ♦ / <0�� O 128 f 32 / THICKNESS: 9", D50: 4" / r � �� �� \ c) O� CI-96 ♦♦� RIPRAP CLASS A STONE / i/ i, A ZERO LOT LINE ■ - 1, G� 1� 01 \ / l` �� \ / i G., TEMPORARY SEDIMENT TRAP #8 1/2" / _7 ■ \ / \, / / c> i / / \ L=40', W=20', D=3' EIR /126-- _�' � �� - - - �� DEVELOPMENT SIDESLOPES=2:1 o s / / /INV:/ 124.61 / N JN=14,10,10 WEIR=6' w ■ O29 ( , / \ \' / /moo SIDESLOPES OF TRAP ARE TO cod l TEMPORARY DIVERSION \ w w \� w w w �Y `1/ I / �1 / / / C' BE SEEDED WITHIN 7 DAYS /� ( l INV: 123.18 / i BERM MUST BE SEEDED D ETA I L E D \ O6/ � � I_ p WITHIN 7 DAYS (TYP) \ w . w w �w w w w w w � w w/ / / \ �♦ _' � � S/ \ w/ 1 b _ GRADING AND IV 14\I �� o o w w w w w w w w �4 •' i/ --�'%� EROSION ® - - _ _ _ APPROXIMATE LOCATION �� `�' �/ `♦♦ ■ 0� ■ / _ LEGEND: CONTROL PLAN OWN OF HOPE OF / / NL MILLS LIMITS r uNi U f : w w 1 �L\ 4.1i t� w w �17- - - _ �L�_ I I w �w w� \w� _ _ Ec Q NL-NAIL EIP o ECM EXISTING CONCRETE MONUMENT I r ♦.�j w w w �w w w w✓ -\ w w w w w w - _ �w- w / \ EIR CLIENT I 1 1 \ I - O EIP-EXISTING IRON PIPE ♦ l ^�� oC, or ov / -{ - _ _/ EIS OO EIR-EXISTING IRON ROD \ / i �O O EIS-EXISTING IRON STAKE c, I J� / mot/ �t/ �/ I�/ I �/ �/ � �t/ �/ � �/ �/ �1/ �� �I/ �/ -�- ERB o I ■ / I I I I \ \ I I / / O ERB-EXISTING REBAR ■ C� I I wI W �� \� Iw W / N/F NOW OR FORMERLY G H M GROUP, L LC I O R W - RIGHT OF WAY \ \ o oli, I I I I 1 I I / - 0 FES-97 � ■i w I w w � w � PVC POLYVINYL CHLORIDE ■ I I J / /O x RCP - REINFORCED CONCRETE PIPE I J I \ / O GT RECREATION, INC. PROPERTY LINE v I I RIP RAP ENERGY DISSIPATER w wI w w w w w w / w w / w w • \ I 30 0 I L: 5', W: 3.75', 6.3' I /� \ \ / / / / DB 6892, PG 379 _ - ADJACENT PROPERTY LINE 1 ` / - RIGHT-OF-WAY n �+ -u THICKNESS: 9", D50: 4" � OS j \ \ I RIPRAP CLASS A STONE \ \ \ - -SS - - EASEMENT SEWER LINE J \ I / �/ 7670 Raeford Road U 120.4 l I ��' - �G / GAS UNDERGROUND GAS LINE Fayetteville, North Carolina 28304 \ \ TEMPORARY SEDIMENT TRAP #6 / ` �\ I / L-40', W=20', D=3' / \ \ / 1, / // OVERHEAD UILITY Phone: (910) 221-9901 LL W \ \ \\ SIDESLOPES=2:1 11 \ `I' 1 `�' zIV , ♦ \\� I I JN=14,10,10 WEIR=6' \ // \ \ / J \ / / - - TREA LINE Fax: (910) 826 4546 \ \ \� r SIDESLOPES OF TRAP ARE TO �1 \ �\ �I� - �- /� � �- � � \ yl, I 1 I� - LIMITS OF CONSTRUCTION -SF -SF - SILT FENCE LINE W B J SEEDED WITHIN 7 DAYS / o \ JN JN - JUTE NETTING PROJECT INFORMATION � _� � / \ `� � � -Div-Div- DIVERSION BERM J \ ` w - w� --�b� w w w mod/ w "\ BENCHMARK \�\ \ \ \ l \_` \ DESIGNED BY: BEN v w \ \1 I / \ w� -�L \ w w w w w �w �/ w w / w w G pp m TRANSFORMER � \ \ \ \ \ . \ \ I I \ \ / / 1 C_3.6 M • UTILITY POLE DRAWN BY: BEN � / � � GUY WIRE �\ / / CHECKED BY: SCOTT o �/\ \ �/\ \ �/\ w\�♦ LOC� L o J / w \w \ w \ �1� w _w� �w w \w-� ` w /Q/ � q N WATER VALVE \ \ \1 \ \ \ i C\� -� / \ / ❑❑ WATER METER PROJECT NUMBER: 583 \w \ w\ w \ ♦ // ♦' w 1 \w \w ,/w w / r S� w� �� w / w q TREE W \ �_\ \ Poi C-3.7 OSOIL w w - �_ �� ��� r� \ / �♦1/ w \l� w w w w w w w �I t`�°\ w C-3.2 0 WETLANDS DRAWING SCALE � �,�- � \r �� // � � � `- -' �- � oQ�P� C-3•5 � OINLET PROTECTION Z \ \� `1 _�\� / /* °� cry HORIZONTAL: 1"=40' �� \, ( :w w w w L �w I w w w w C 3.1 C-3.4 LEASED v � ® � \�\ �♦ \ V \✓ � \ � � � � � � � 2" 40 0 20 GRAPHIC SCALE so DATE REFEBRUARY25 2014 EIP SHEET 40 80 C-3.8 KEY V\ ` \ �,/ram 2 \ \ \ C 3.9 SHEET NUMBER N Know what's below. / ( � \ \ ♦ \ \ \ ( N/F \ ( IN FEET ) ` \ \�\. \ `� ■ . \ J Y. GT RECREATION, INC. \ \ 1 inch = 40 ft. Call before you dig. \�j/� \�j/�♦♦ \� DBTRACT 6892 PG 379 \ M C-3 , 1 1 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 409 Chicago Drive-.Suite 112 STREETER DR I Fayetteville, or th Carolina � 1/� N 0 ORADO DR Phone:(910)426-6777 \\�� (,��ERB \ Fax:(910)426-5777 POLK pR o Shy / / �/ / I ^ / / O/v^�o � ° License Number:C-2354 \� _ Y pO�S ✓ / I ^/I` 4- 0;� TEMPORARY \\�� U; ( S �' `� m �o�`• s ) �/ � I f � l �? �, QQ-Y 1�11y7 � CONSTRUCTION 4D ,51TL \_j 00�5�1�� \ ENTRANCE 155 5 0 L_U T 10 N�, I N C I O h� 1/2 \ EN�wEE2iNc SURVEYw4 fps caN5T2ucTioN�YouT O ERB / SITE 10 /� I . 156 ✓ `����11111111///��/ RED � � ✓ � � -2�5 \ �\ \ / - •4�O�SEA ° •� s G c~J CKEY HIP LNNORTI-1 ♦ ��5p / \ \ N/FVICINITY MAP 150 U�� 1 SOUTH HAMPTON SECTION THREE y NOT TO SCALE 1 I ` s r , \ PB 99, PG 17 L �\ \ I I \ 1/2 ERB REVISIONS � � ■ ` n , 14 1 / LEGEND: NL I I \ \ I 9 O NL-NAIL Cl) ECPM® ECM-EXISTING CONCRETE MONUMENT q �� I I ® � i I 1 �S ro 1 1 ) \ 1/2 E R 0EIP-EXISTING IRON PIPE 2 : '� \ o ERB �� \ \ \ 149 I Qo EIR EXISTING IRON ROD �/ I I EIS 151 I �c,\o C 4s 0 EIS-EXISTING IRON STAKE ERB 1 \ o \ \ \\\ 1 I O ERB EXISTING REBAR o • \ �A� \ o / > \ \ ` \ 1 \ N/F NOW OR FORMERLY R/W - RIGHT OF WAY PVC - POLYVINYL CHLORIDE / \ \ 1 149 v0/ / / f 1 v RCP - REINFORCED CONCRETE PIPE • I \ \ \ \ \ �p \ �� / 1 \ \\ \\ \\ \ \ PROPERTY LINE ADJACENT PROPERTY LINE `�` / / $ 142 Z \\ \ \\ \ I -- RIGHT-OF-WAY / 1 \ \ 147 - EASEMENT LINE ( \ \ o\ / �- 142 ss SANITARY SEWER LINE ( I 1 I \ J� ✓ �� \'4S r 1 \ \ GAS UNDERGROUND GAS LINE • �� \ OVERHEAD UILITY �41� J ) I � / <°O � / / � r � �7 � - - WETLANDS ` \ \ \ \ \ - TREE LINE I I 1 I \ "a \ JQ �/ \ \ \\ �� \ Qj/ roc roc LIMITS OF CONSTRUCTION • I 1�3 / \ \I \ \ 1 -sF -sF - SILT FENCE LINE �_•� I \ \ <0\ 9 S'T ` 00 \ � \ -JN -JN - JUTE NETTING II oIV DIV PROTECTION BERM ♦ I l \ OTECTION I(TYP) O \J 1 \\ PROJECT NAME BENCHMARK ■ � \ O S,�. � °� � \ m TRANSFORMER / 1 1 �01 �� \ 6 I I PPS UTILITY POLE 'O 0 - CI-3 \ 53.67 LF 0 \ \tea / - ° 0 ,3g ` `� 0.50% 24" RCP I \/ C GUY WIRE ■ 01 / 18 O �` 26.00 LF ® \ \ \ 1 \ WEST D4 WATER VALVE ■ ��O CI_ 0 / �\2.42% 24" RCP \ w n - ❑❑ WATER METER /TREE 1 LP 33.03 , IJCS'` o I C11 4013� (DOUBLE \00 5 / HAMPTON 0 SOIL �t/i r \ \ \ \� �'O \ \ \ \\ o WETLANDS , \ 1 'o� \ 'oF O 35.36 LF (9 / ,�OGr \C 1 �\ \ \ \ \ CONSTRUCTION SEQUENCE O INLET PROTECTION i \� / w , \ / 15 0.50% 24" \P I ®o •� °) 1 \ '4e / PHASE 11 \ _ 1\ 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE • I / p�L.Cl�68 I spy, J \ \\� CONSTRUCTION CONFERENCE. I / \� �\ A "ZERO LOT LINE I O � 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND 11 O 0 11 '� 1 0 l 26.00 LF ® CI-45 �� \ \/\ DIVERSION BERMS WHERE SPECIFIED. `ps �' I / DOUBLE J `C 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT • O o \ 17 I / ^ / iL 0.50% 15" RCP ( )�\O�\ \ \ 1( BASINS AND SEDIMENT TRAPS AS SHOWN. O �= 1 O / \ - S \��! \\l \ 4. CLEAR AND GRUB THE SITE AS NEEDED.\, • �� ��'o \ O 962<� ��\ ����� 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN DEVELOPMENT Y� \\ GRASSED. 6. INSTALL UTILITIES. �� •op \ �34 \ \ O^ / �` 0-76 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. )• ` _ \ _ O/ O / GQ 8. INSTALL AND PREPARE BASE COURSE.CO DETAILED \ 2 9. PAVE ROADWAYS. / rya 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. CI-70 00� I .� .�. / 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY GRADING AND °C'\ �� \ 16 r� �o� MEASURES. Imo- _ 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT '� 20 / p 0o I ® ✓/y WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN ���- '3s �\ DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. EROSION ✓�J� CO�� e o tea• o 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE �► (( �• ��/� TEMPORARY SILT ��\ I \ i � OG DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL FENCE (TYP) /�O ��9� \�4 �' MANUAL. TEMPORARY SEDIMENT TRAP #9 \� <o S° S0 00� ,�/ / // / CONTROL PLAN y - ♦- L=50', W=25', D=4.5' r \ ®o Q �T 35.36 LF ® __�JG ✓ /�1 l \\ y SIDESLOPES=2:1ply �/Z 1.41% 24'\RCP IJN=18,12,12 WEIR=6' �S•• (off C' `��� �; / v l Z� /OC SIDESLOPES OF TRAP ARE TO I l��V Rop �liC �(�� JCI-� QJ0 / l CLIENT 1��\ BE SEEDED WITHIN 7 DAYS \ ' C1 73 /0 QQ,, FT ®VQ Qv \ v C ^� �� ���, \ l a� J ,• ��o� / N/F \ o 0O/MILDBI 8465,MPGT1180 LC / \ 27 G H M GROUP, L LC TEMPORARY SKIMMER BASIN #10 ■ / - 1 L CI-72 L=85', W=40', D=4' ■ \�o` 133 / SIDESLOPES=2:1 \ ) 35.36 LF ®• 1 O JN=30,21,21 SPILLWAY=15' ' ���\\• / ♦ I \ 22 2.97% 24" RCP / /" TOP OF BASIN: 132.00' BOTTOM OF BASIN: 128.00' GROUND STABILIZATION CHART ^ C I-71 EMERGENCY SPILLWAY. 131.00 �� �L ♦ �s O / SIMMER OUTLET: 128.00' 7670 Raeford Road ■ s oo /� /SIDESLOPES OF TRAP ARE TO SITE AREA STABILIZATION STABILIZATION TIME 29I ® BE SEEDED WITHIN 7 DAYS �I / DESCRIPTION TIME FRAME FRAME EXCEPTIONS Fayetteville, North Carolina 28304 \ 63 w ♦ �/ �oACI-74 *ATTACH \ / PERIMETER DIKES, Phone: (910) 221-9901 M ♦ \ \ p ATTACH A 1.5" FAIRCLOTH SKIMER (OR EQUAL) )%/ WITH 0.8" ORIFICE FOR DEWATERING THE SKIMMER ANDSWALSLOPESHCES 7 DAYS NONE Fax: (910) 826 4546 BASIN DURING CONSTRUCTION. / \ \ t /■ HIGH QUALITY V� �\ \ p ��� OC, ■ 1 WATER (HQW) 7 DAYS NONE ZONES PROJECT INFORMATION \\ \ ♦ / ■ IF SLOPES ARE 10' OR SLOPES STEEPER LESS IN LENGTH AND ARE 7 DAYS \ \\\ \ 131` / `�1 THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED DESIGNED BY: BEN C-3.6 \ a � � \ � DRAWN BY: BEN _ \ \ \� �� / / I ♦� 7-DAYS FOR SLOPES FLATTER SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET CHECKED BY: SCOTT a N \ \O / ♦ IN LENGTH PROJECT NUMBER: 583 \\ / / I 1 ♦ ALL OTHER AREAS (EXCEPT NONEFOR w C 3.7 \J� / / / / WITH SLOPES FLATTER 14 DAYS _� / PERIMETERS AND U -�.� \�/ / ^ryh I \ \ 1 ■ THAN 4:1 HQW ZONES) DRAWING SCALE 3 L / 25 I I // ■ C-3.1 � \ ` HORIZONTAL: 1"=40' C-3.3 Tcti °°�� C-3.4 F , \° ,j, �► SFF \ \ J GRAPHIC SCALE DATE RELEASED y' \ SHEET ® S 0, �/ / %\ 40 0 20 40 $0 160 FEBRUARY 25, 2014 C-3.8KEY N L \ • C-3. Know what's below. �, ( IN FEET ) SHEET NUMBER /� 1 inch = 40 ft. N Call before you dig. -3 , 2 CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J 409 Chicago Drive-5uite 112 STREETER Fayetteville,North Carolina 28306 DR � Phone:(910)426-6777 N 0 RADO DR Fax:(910)426-5777 z License Number:C-2554 POLK DR o O Shy 4P ,5711 \\\0 GROUND STABILIZATION CHART CONSTRUCTION SEQUENCE 50LUTION,5, INC 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE �� � P�� �� SITE AREA STABILIZATION STABILIZATION TIME CONSTRUCTION CONFERENCE. �F``O 91 DESCRIPTION TIME FRAME FRAME EXCEPTIONS 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND / ENGWEE2iNG 5UPVLY1N4A1;P5ACON5TRUCTioNL4YouT aye �y El DIVERSION BERMS WHERE SPECIFIED. PERIMETER DIKES, 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT SWALES, DITHCES 7 DAYS NONE BASINS AND SEDIMENT TRAPS AS SHOWN. AND SLOPES 4. CLEAR AND GRUB THE SITE AS NEEDED. HIGH QUALITY 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN SITE WATER (HQW) 7 DAYS NONE GRASSED. ZONES 6. INSTALL UTILITIES. 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. 8. INSTALL AND PREPARE BASE COURSE. ����� CAR �//� IF SLOPES ARE 10' OR 9. PAVE ROADWAYS. ���;.•••••.���'�j� SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. FOSS/p�•.. THAN 3:1 NOT STEEPER THAN 2:1, 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY _� _: 0 `9 REF 14 DAYS ARE ALLOWED MEASURES. - 4 SEA < ' s w , 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT 02 4 7-DAYS FOR SLOPES WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN o I O SLOPES 3:1 OR DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. Ilk \u 14 DAYS GREATER THAN 50 FEET Q HIP LN FLATTER IN LENGTH 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE G I NE .•' ��� CKEY NORTI-1 DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL ��j's �'•••••••• �j°°>� ` \ MATCH LINE — SEE SHEET �_3 \ NONE MANUAL. 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WITHIN 7 DAYS (TYP) p> S, G� MIN FFE:107.50 \ N�� ` v \•� I ` 1 °j \ • \ / 106 'TEMPORARY SILT / \\ FENCE (TYP) o • / \ \ J \ > \ r' = 7670 Raeford Road / > \ l Fayetteville, North Carolina 28304 ♦— \ \ \ \ • I Phone: (910) 221-9901 \ ° i 0 • \ Fax: (910) 826-4546 ♦ 0 PROJECT INFORMATION --MIN FIFE:107.25 \ 1 °j / ♦�\ \ 143 l \ S�� SN DESIGNED BY: BEN N C-3.6 \� ` DRAWN BY: BEN N I \ I M CHECKED BY. SCOTT N \ PROJECT NUMBER: 583 N y W -3.7 C-3.2 C_3.5 DRAWING SCALE N C-3.1 , HORIZONTAL: 1"=40' W C-3.3 C-3.4 M , � GRAPHIC SCALE DATE RELEASED > SHEET ° C-3.8 / 40 0 20 40 80 ,so FEBRUARY 25, 2014 KEYN C-3. a � Know what's below. ( IN FEET ) SHEET NUMBER Call before you dig. inch = 40 ft. —3 , 3 N N , 0 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J 409 Chicago Drive-.Suite 112 STREETER Fayetteville, orth Carolina 28306 LLJ DR � Phone:(910)426-6777 v z 0 ORADO DR License Number:C-2554 Y POLK pR o y Fax:(910)426-5777 �� \ Z o SF CONSTRUCTION SEQUENCE 4D ,51TL \\ �0L_UTle iNC 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE G - CONSTRUCTION CONFERENCE. EN�wEE w� SuzvEYw� �pscaNST ucrioN�YouT — 02. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND DIVERSION BERMS WHERE SPECIFIED. 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT G� BASINS AND SEDIMENT TRAPS AS SHOWN. 4. CLEAR AND GRUB THE SITE AS NEEDED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN SITE GRASSED. JB-58 6. INSTALL UTILITIES. 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. \�L\� 8. INSTALL AND PREPARE BASE COURSE. ���� � CARO4% / ) 9. PAVE ROADWAYS. ��� R. ••"""• / �i� 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. ��=�;•pFeSS/O.-. ♦ 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY `9<: Z w ORES / ♦ I X MEASURES. _ 4 SEA ? \ 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT 02 o / i ' /� WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN Ilk w DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. Q HiP �N 133 I / / ♦� ♦ 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE •.•�I NEB.••' ��� 7 CKEY N0RTI-1 / DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL //'`, 0 ro \ I MANUAL. OI VICINITY MAP ( 132 127 I 3 5 ^1� 02-26*-141 NOT TO SCALE I ; � � — --� � � 12 — SEE SHEET c- I ,� / ✓ 1 � MATCH SINE � I / 1■,+. ■ / !� / REVISIONS 01 / I 1 0 112 / \ .124 ) LEGEND: I I \ \ 100 NL EC M O NL-NAIL ECM ECM-EXISTING CONCRETE MONUMENT Oo EIP-EXISTING IRON PIPE ► \ O� �� Es0 EIR-EXISTING IRON ROD 128 \ I I \ _ �LO � \ GROUND STABILIZATION CHART O EIS-EXISTING IRON STAKE N `- / HP `�O ERB O, a 1 a ° > / SITE AREA STABILIZATION STABILIZATION TIME O ERB-EXISTING REBAR 0 O � DESCRIPTION TIME FRAME FRAME EXCEPTIONS N/F - NOW OR FORMERLY 123 102 m PERIMETER DIKES, R/W - RIGHT OF WAY ) I O \\� 1\ m SWALES, DITHCES 7 DAYS NONE PVC - POLYVINYL CHLORIDE r O \ O \ \\ _� ir- no AND SLOPES RCP - REINFORCED CONCRETE PIPE S / of n HIGH QUALITY PROPERTY LINE O I / 111 / 124- I w WATER (HQW) 7 DAYS NONE ADJACENT PROPERTY LINE vo� W ZONES � I -- RIGHT-OF-WAY \ / O l 99 - EASEMENT LINE 123 10 O 1 °/ O IF SLOPES ARE 10' OR 129 SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE ss SANITARY SEWER LINE I ti� I I I THAN 3:1 NOT STEEPER THAN 2:1, cns UNDERGROUND GAS LINE ( CI-30I 14 DAYS ARE ALLOWED OVERHEAD UILITY \ r 1 - - 1 5 `-1 - 122 �CI-22 O 1 7-DAYS FOR SLOPES WETLANDS I \ 26.0 0 LF ® J I '�c' SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET TREE LINE \ 0 587 15' RCP FLATTER IN LENGTH —HOC HOC— LIMITS of CONSTRUCTION \ I 103 NONE TEMPORARY SILT ti ALL OTHER AREAS (EXCEPT FOR —sF —sF — SILT FENCE LINE j 110 0 1 �' FENCE (TYP) i^ PERIMETERS AND / O O �` titi �o / THAN SCOPES FLATTER 14 DAYS HQW ZONES) PROJECT NAME —� � — JUTE NETTING / I —DIV—DIV— DIVERSION BERM I 0 BENCHMARK I m TRANSFORMER o o 130 O PP UTILITY POLE O OLD J \ N A o C GUY WIRE I / 'IJ LIMITS OF CONSTRUCTION WEST D4 WATER VALVE /� a ❑❑ WATER METER / r p / o� m 25.4 ACRES N r m HAMPTON 0O TREE - � O __4 SOIL � O WETLANDS m®INLET PROTECTION � 110 PHASE 11LO A "ZERO LOT LINE" r / i ► J ON DEVELOPMENT 1 , , I I IT r v r N 1 TEMPORARY INLET O 1 � 105 � PROTECTION (TYP) 95 DETAILED N I CI-3 TEMPORARY STOCKPILE GRADING AND n J 15 15.00 LF ® 00 CI-35 I\ AREA CI-36 / 1 0.60% 24" RCP _00 _ -_o 26 00 LF 132 120' I n �001 ��, ® p.44% 24" RCP DI-99 0,96% 15" RCP (DOUBLE) /// EROSION CI-23 00-1 191.50 17.50 LF 0(DOUBLE / n 2 0.40% 18" RCPDI-100 6.0 LF ® I 96 CONTROL LF 0 0 0.6 � RCP 0 �sO (DOUBLE) I-32— , CI 37// �pP CLIENT 107 DO NOT DISTURB co \ CO0 1p3\ ♦� 1 \V GHM GROUP, LLC 120 v TEMPORARY SEDIMENT TRAP #3� \ C4 \ / n M �-- CO Oj ,r L=40', W=20', D=3' SIDESLOPES=2:1 2to ® - D V 00� l �, JN=14,10,10 WEIR=6' 0 )O'1 \ ,SIDESLOPES OF TRAP ARE TO I 00� 0°�i J ��^ �rSF �001 TEMPORARY DIVERSION v O^ BE SEEDED WITHIN 7 DAYS 00 BERM MUST BE SEEDED O>` /O ♦ 7670 Raeford Road 00 - CI-78 a p1 /0 WITHIN 7 DAYS (TYP) Fayetteville, North Carolina 28304 ®W —_ —— sF �oo� 119- I 141 ♦� 1 Phone: (910) 221-9901 �� = SF �00 o sF F , / �--�� �\ I / ♦`� Fax: (910) 826 4546 26.00 LF ® -- S —00-1 �/ / I \/�`�/ ' / ♦ / / N o �7j 0.96% 15" RCP SF — SF=00-1 �a0 /1 / \\ GRINDER ♦ �i 00� J \r\ PUMP LOT c� CI-79- 49 ��` i00� 140 � ) Mks,,S(F CI-80 J 1 \`\ / ♦� / � PROJECT INFORMATION —�=SF SF / �NI-76U 1 �O 138 116 - / %14 GRINDER / / S DESIGNED BY: BEN M 115 \ M 1 / / 139 / PUM SLOT)�j J / / J ♦ ���� DRAWN BY: BEN I 0 / �. PSG CHECKED BY: SCOTT TEMPORARY STOCKPILE (A , or, C N AREA >>S PROJECT NUMBER: 583 3 1I U C-3. /w C-3.2 , � CD a C-3.5 �--1� DRAWING SCALE HORIZONTAL: 1"=40' Z C-3.1 �j C I C-3.3 INE _ SEE SHEE _3.9 C-3.4 • M ATCH • — =����o� GRAPHIC SCALE DATE RELEASED '— I SHEET ° �� 40 0 20 40 $0 160 FEBRUARY 25, 2014 C-3.8 = KEY C-3. Know what's below. ( IN FEET ) SHEET NUMBER Call before you dig. 1 inch = 40 ft. —3 , 4 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J 409 Chicago Drive-.Suite 112 STREETER DR Fayetteville, orth Carolina 28306 � Phone:(910)426-6777 \�\ I \ M A TC 0 ORADO DR � \ I - LANE \ H I Z / SEE l SHEET C_ 6 I Llcen�eON�Number:C-2354 \\ Y POLK DR o y ♦ I 3. / . ' 4r) l CONSTRUCTION SEQUENCE ��\���0�'�s� I 1 \ \ l I \ ♦ \� \�1�( ` �� /� \ \ 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE O L u T I o N I N c �p �� CONSTRUCTION CONFERENCE. 1 00oF 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE ANDEN�iNEEziN4/ SuzvEYiN� �pScaNSTzucrioN�YouT DIVERSION BERMS WHERE SPECIFIED. 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT BASINS AND SEDIMENT TRAPS AS SHOWN. I I \ \ I \ \♦ \ \ \ \ \ \ 4. CLEAR AND GRUB THE SITE AS NEEDED. SITE 5. ROUGH GRASSED 6. GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN I \ \ \\ ♦♦ INSTALL UTILITIES. 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. ��►►111111///� L,�' \ I \ I ♦ \ \ 8. INSTALL AND PREPARE BASE COURSE. ����� CAR \ 9. PAVE ROADWAYS. `����'��;......• •♦ ) \� \ �� 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. `� O •'FOSS/p•. 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY _:• O •Y :,z— \ \ \ "v- MEASURES. _ :QL <SEA � s w r \ \1/ \ \ ♦�/ \�. _ —� 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT ` \ WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN 14024\ \ 120 \\\ \ \ DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. USE NAG S75 OR EQUAL13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THENE •••�1��� �� CKEY H�F \ '�� USING STAPLE PATTERN "D" \ DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL ///'s••••••••••• NORTH I \ \ 1 \ MANUAL. /// COTT sF \ \ \ VICINITY MAP I �\ �F � 4, \� � \V� v2 z�Iy NOT TO SCALE �4k /, -75 . e REVISIONS HP s \ \ LEGEND: o' \ I \ \ I NL NL-NAIL I \ s� ECM ECM-EXISTING CONCRETE MONUMENT N\ CO � \ \ EIR O EIP-EXISTING IRON PIPE I \ 1 0 \ � � \` ;; \ GROUND STABILIZATION CHART Oo EIR-EXISTING IRON ROD ♦ J 1 1 EIS O EIS-EXISTING IRON STAKE 1 \ o h 1 I 1 \ ^ �/ > � 40 � � � \ SITE AREA STABILIZATION STABILIZATION TIME ERe0 ERB-EXISTING REBAR \ I ^hti �° 1 \ `/ I, \ DESCRIPTION TIME FRAME FRAME EXCEPTIONS N/F _ NOW OR FORMERLY I ro I I ��, \ I : /" J W ) PERIMETER DIKES, R/W RIGHT OF WAY I \ c> 1 / �c, \I \ \ ( ( r / / SWALES, DITHCES 7 DAYS NONE AND SLOPES PVC - POLYVINYL CHLORIDE � \ Q RCP - REINFORCED CONCRETE PIPE \ I js OC'\ rn l \ \ \ ) ♦ \ ` HIGH QUALITY PROPERTY LINE \ r �\ / G \I WATER (HQW) 7 DAYS NONE ADJACENT PROPERTY LINE I LJ 1 v0 �/ �qe ZONES l -- RIGHT-OF-WAY I �L � ) \ 1 \ IF SLOPES ARE 10' OR - EASEMENT LINE 1 I I ` \ ( ��► - SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE l � � \ I \ 1 c� THAN 3:1 NOT STEEPER THAN 2:1, ss SANITARY SEWER LINE �� o I o (' \ � �� "T� I o NJ I \ \ I \ \ \ \ \ \ ♦ \�� WE 1301 14 DAYS ARE ALLOWED cns UNDERGROUND GAS LINE � I �I , \ I 1 �� �( _ SLOPES 3:1 OR S FOR SLOPES WETLANDS UILITY I �\ I 1 I I I I ` FLATTER 14 DAYS GREATER THAN FEET TREE LINE r I o q IN LENGTH —roc—roc— LIMITS OF CONSTRUCTION I ) ' 155 123 o I T TEMPORARY SILT I I ♦ �/ Cti NONE ALL OTHER AREAS FENCE (TYP) r (EXCEPT FOR —sF —sF — SILT FENCE LINE I 1 1 I I /� \ IPI� �� WITH SLOPES FLATTER 14 DAYS PERIMETERS AND — — JUTE NETTING I ) r O 1 I v l 1 / J / �(/ \ 7 2� THAN 4:1 HQW ZONES) PROJECT NAME —Div—Div— DIVERSION BERM J r 1 0 r_ '0 BENCHMARK m TRANSFORMER PP UTILITY POLE \ cn m 1 I ' ^°� I I �C ` r \ �� C GUY WIRE I r o 1 m Nn�� / / \ �l/ / II �y WEST D4 WATER VALVE I I\ v_7 ❑❑ WATER METER / ✓ / ) / I HAMPTON DE SOIL NORTH CAROLINA STATE COMMISSION I , 1 \ <0 1 1so >/ ' �/� WETLANDS DB 2171, PG 261 \♦ \ O INLET PROTECTION I � \ � \ 1 ,)(� � � � 1 \� \ \ � ` � l � � PHASE 11 o o \ OCO, A "ZERO LOT LINE„ DEVELOPMENT I I �� \ 0 \ 1 \ II \ \ \ \ ✓ ) \ y I \ r \ \ 15 �— 149 — \ \ o DETAILED C-3. 1 1 PP 1�a I1 147 \ \ \ \ �\ \ 1 GRADING AND 1 P ® 0 TEMPORARY INLET 26.00 LF I J PROTECTION (TYP) C-3. I 0.58% 15"I RCP 0I ( l 1 \ 1 1 I I I EROSION -3.5 c-3.2 \ , Cl2 CONTROL PLAN C-3.1 �<1 744 I I I I _ � o/ I t 145 C / I l —3.3 1 // �U / ��� ^\o o /� / \ ■ ( �� CLIENT _ 744 I SHEET I I PP 1 s o �� f i ` I o GHM GROUP, LLC Cq _ KEY / I ►I /� r� P I 7q1 -9 118 v C 3 9 �-- \ ,���I/ co CI-20A �o I I I I I q � I J `II/ I \ < 7670 Raeford Road o In 3g I I \ q Fayetteville, North Carolina 28304 o\ / / II i' `\ / ci QO 00� 116 I I I 1 �� \ \ Phone: (910) 221-9901 16 (0 \ / \\ / I \ \1 t I ^ r� o I ♦ I <o Fax: (910) 826 4546 II Ili LO ® Io I ♦� o I I l 0 13� O i �0 v� I �L W / ^tom 1 ' �•c \ ■ <o \ PROJECT INFORMATION � \ 125 51.00 LF ® \ HP ' / I eo �� ol I - J 0.49% 15" RCP CI_29 / / w \ ( \ \ DESIGNED BY: BEN llcI I 81 OWGRASS COCOUREj) C L 11 0 ■ <o 1 � \�\ / I _ _ DRAWN BY: BEN jiI� 0, R/W (PUBLIC STR� 1I � , 5 / \ �' I/ CHECKED BY: SCOTT I f / / I PROJECT NUMBER: 583 N / I I O34 V / / SER, — + un ® •� 5F `O DRAWING SCALE LC 131,I / I / � // 10V- \ Loc- HORIZONTAL: 1 =40 z I 1 126 r Q32 0 —L00\ N/F / r♦ W / I / // �o ,, / GHM GROUP, LLC I 1 DB 7799, PG 613 • / v-121 /// CI-82 2 135 6.0015E RCP o \ 114 \ ° / _ / SHEET C_3.4 3.sa%�13o 1 / 113 \ GRAPHIC SCALE DATE RELEASED U E 11 / MATCH LINE — SF- 40 0 20 40 80 160 FEBRUARY 25, 2014 E SHEET NUMBER a O Know what's below. \ ( IN FEET ) M Call before you dig. / 1 inch = 40 ft. U J , -3 , 5 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED o — J 409 Chicago Drive-.Suite 112 ECM I / / / FayetteviLLe,North Carolina 28506 ECM 1/2" u`q / Phone:(910)426-6777\ ERB - � � LEGEND: Fax:(910)426-5777 NL 0 NL-NAIL PROPERTY LINE BENCHMARK License Number:C-2354 \� I ; J \ s O ECM® ECM-EXISTING CONCRETE MONUMENT - ADJACENT PROPERTY LINE m TRANSFORMER SPRING HILL MISSIONARY BAPTIST \ - J I 1 EIP __ pp41? ,51TL DB 8124, PG 153 ni _SDMH #8135 ssM Qo EIP-EXISTING IRON PIPE RIGHT-OF-WAY • UTILITY POLE RIM: 16310 RIM EIR I I PB 108, PG 195 ✓ OO EIR-EXISTING IRON ROD - - - - EASEMENT LINE C• GUY WIRE L� O I I I I O L� \ CI #8146 D / gs EIS O EIS-EXISTING IRON STAKE ss SANITARY SEWER LINE D4 WATER VALVE �J L U T �J, I HOOD: 163.26 P \ ERBO ERB-EXISTING REBAR -GAS UNDERGROUND GAS LINE ❑❑ WATER METER EN�'NEEz'NGSuzvEYw� �pScaN5T2ucrioN�YouT <' INV OUT: 159 26 R� ( \ j �// �� / �5 N/F - NOW OR FORMERLY // OVERHEAD UILITY TREE ti /ro R/W - RIGHT OF WAY WETLANDS ECM 0 SOIL LO PVC - POLYVINYL CHLORIDE TREE LINE �WETLANDS RCP - REINFORCED CONCRETE PIPE -Loc-Loc- LIMITS OF CONSTRUCTION O INLET PROTECTION ECM ECM -sF sF - SILT FENCE LINE �II►III11// � �f ,�7\ � -iN -iN - JUTE NETTING / RIMH1#8165 -DIV-DIV- DIVERSION BERM � SSRO�j//��' \ / O FE /p 168 \ '4 SEA TBM: 4D CS #50 f \ \ j/ \ Ilk N: 442,610.052 \ \ \ E: 2,002,737.373 / \ 43 ( / v / S�R��� �� G I N�•�•��'��` ELEV: 173.49 49 48 / \ \ \ /ao 5° °� SON \C� /%'S'Q ��L�♦♦� NC GRID NAD 83 -� / / .`� / \ 1N W �P // ♦♦♦ 3 CI #8034 0, �B // OTT (2011) `� \ \ //i O / / / -1 / INVVOIN: 152.80 a P�� 5p R� �\ ///11111111 NAVD 88 47 I \ // / G �/ / ` INV OUT_152_70_ O 58 ��\ W 02 7 TEMPORARY CONSTRUCTION Se / ENTRANCE00 s 060 IV/ \ 46 \ \ \ \ \ `� /�// /// %��\� - - REVISIONS 1 1,69 OG // ////// )✓ /� \\\- CI #8028 - ERB I / / HOOD: 157.17 .. ��_RSM:H #8073 / (\ / _ � �/ r \ O 1 \'�/ �� I f � 1 / IN\`152.89��--\,�i INV: 155.41 / \ OO �0 moo, 44 USE NAG S75 OR EQUAL / / ( \ \ I ^ \ /USING STAPLE PATTERN "D" 1 I j 171.40 ��j 167 I 1 �1ti n0 1 HP \ �, 0 ` �� I / \\ \ �o I r�0 /� ^ J / -\ // r//l >`_\ -- \� I \ ✓/�/ \ 00� 10 SO, Go �� TEMPORARY SILT. �- r ) \� // / \ / n0^ F OUTLET =\� \\\ \ \ / \ __ / \ \ 1\ sF L0� LO \ 40C T� \ � \ TEMPORARY SILT \ \\\ FENCE (TYP) / CI 4 ERB\ l_� ✓` \ 76, `o \\tom \\ \\ \ \\\ \ N/F 35.36 LF ® I 1 1 \ \ \\\\ \ \ \ \\ \ \ WEST HAMPTON OWNERS \� \ / \ ° 1 ' ASSOCIATION OF '�� \ 0.57% RiP CUMBERLAND COUNTY \ DB 8898, PG 468 \ \ 26\00 LF ® L� E1-9 RB 0.50% 18" RCP CI-3 / �s�6 l �-\ \\ \ \, 1 I \ \ °� \ / J^� 87 \ \\ \ \��'��,,��ii \� \ \ \ \ Il I, 1, 1 I PROJECT NAME 35.36 LF ® 1 + C� i1,C o6 65 0.51% 18" RCP '� �;� °° \ GROUND STABILIZATION CHART O� / \ \ r \ SITE AREA STABILIZATION STABILIZATION TIME WEST 16,1 CI-52 O\� O� �L �,�q \ ^6� / I DESCRIPTION TIME FRAME FRAME EXCEPTIONS \- 11 TEMPORARY STOCKPILE ��\� G TEMPORARY DIVERSION \\ �1 ~ ) \60' \\\ / / I \ PERIMETER DIKES, 4 1 SWALES, DITHCES 7 DAYS NONE HAMPTON 169 � �� �-� „ RAP � / \,C BERM MUST BE SEEDED � � \� \ \ \ \ � \\ / I 1 � I I 11 II \� WITHIN 7 DAYS (TYP) L 163 ( \ \ \ \ 1 / I I I / I AND SLOPES I / �F ®050% (\,��C�GOS� `�p> HIGH QUALITY 58 V _/ '� �e� -�� a� \ ( WATER (HQW) 7 DAYS NONE PHASE 11 �_ C'� _ V \�2 �Q \,C \ \ \ �o I Il /ll ZONES \ 0 11 II r D� /'' ��-``\ CI-2 5C �I �\G 25.4 ALIMITS CRES MIN IOFE 163.00 1 CI-;3 I 11 11 �O \ v f / / / / I IF SLOPES ARE 10' OR A ZERO LOT LINE 1 1g6 III 1` ram.+� �. (DOUBLE) \ /.,/ \5 v \ O ° / a THANSLOPE3:1TEEPER LNOT STEEPER THAN 1, �! I ( '� '"�� / / 9 � � > rn ( I 7 DAYS \L 1`' Q1 -� _ 163 J 64 �' / \ _` I DEVELOPMENT >I 1 ��� GHM GROUP, LLC ( I 14 DAYS ARE ALLOWED r 0.50%015"LRCP /� \ 162/ �_ o \ O /�i�\�� DB 8020, PG 446 I 1 I I SLOPES 3:1 OR 7-DAYS FOR SLOPES > � / I I 14 DAYS GREATER THAN 50 FEET J 7 _TEMPORARY INLET/� 160. MIN FFE:162.00 < \` \� o I l I I FLATTER ' ^03 \ PROTECTION (TYP) // o �( r(ll ) IN LENGTH DETAILED q CI 1 \A / �p� \ 63 / ♦�_ -- �_ \ ` O I` l ( ALL OTHER AREAS NONE l ( - : o \ c. f \ \ \ 85 / (EXCEPT FOR 1s )( OC� �� / I I ♦ �♦ \ \ o �\ ( I \\ \ I , f WITH SLOPES FLATTER 14 DAYS PERIMETERS AND 2 ( \64 DN OCR - 1ss �. � I / �� l /'� !\� \� v 15j <o \�\\�\� \\� 1 J 1 I I ' THAN 4:1 HQW ZONES) GRADING AND _ / 1- � �/ / 159 / i J - DIV DIV LOC_ L / // ♦\ \\ \ J \ o �\\\\\ ArtIVI-) I MIN FFE:162.00 � � / /�� SILT FENCE66EROSION SF OUTLET (TYP)LOC_- LOC GeI I \ SF ors- L P / ^ 62 /-�/ \ \ \� <� CONTROL PLAN ^� ( - // / �• \ < n /\ \ s 5 �� JOSEPH P. RIDDLE, III & WIFE, \\ / �I�159 /\� / �. 159 0� �c�7 Jl� � �I 1 154 �/ y^� / / ' �/ �/ �\ °r, / ! , / I I I \ 1 \ \ (C\[ �� /J MIN FFE:157.00 ^ o 84 lI I� �� CLIENT TRINA T. RIDDLE i'v J I ^ ' I '`�, \\�����o /� 61 J v / \I i �� /� 1 \ O / III CONSTRUCTION SEQUENCE DB 8473, PG 802 /I / 1 L `} `C > ✓ / / ■ �'o ° d i / - 1 ( INV: 139.71I f/ / ^ .i \ - \`� �� I ■ \ > 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE \ ✓ J� ` D \� ���� // / ✓ 152 / / / / I \ ` \\ <° I ( I CONSTRUCTION CONFERENCE. 1\ 15Ro \� 4 60 �� v �- ♦ 1 �� �j \ u o `\ / / J I 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND 59 �� �� - I• / / p / / ! / I I DIVERSION BERMS WHERE SPECIFIED. GHM GROUP, LLC -MIN FIFE: / ` �� ♦� / \ / 67 �� G ��p v ^g� l I I / I I 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT 1S5 155 / / I / -� I I �L -� \ \ G BASINS AND SEDIMENT TRAPS AS SHOWN. \ / r MIN FFE:158.00 ✓ / f , / / \ \ 1 I� \ v \ �� <� ` / / I I I 4. CLEAR AND GRUB THE SITE AS NEEDED. ♦ ) I w o r I 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN `\ / ) I v\ ` MIN FFE:157.00 �153 / � ♦ // \�( �� G� \ / GRASSED. 6. INSTALL 153 -' / / /�� ■ ■ ! 1 • I / �\ \ / I l I I 7. INSTALL INLET UTILITIES.AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. / l / `n���� / /� INSTALL AND PREPARE BASE COURSE. a/s" 83 r 9. PAVE ROADWAYS. 7670 Raeford Road EEIR \ l _( C 151• / \ \ \� �♦ �J \ \� / I I I ' / I 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 1 _ \ 1 \ ( /� \ / ♦ �/VV�� / �\� I 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY Fayetteville, North Carolina 28304 \ 1 1 ✓ 15` ♦ \ \ S 1 / ///� I I \ / I <\ CI-10> \ / / / MEASURES. � J _ Phone. 910 221-9901 l / 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT ( ) ���._ \ \ %///� \ ( \ /� I ♦ \ \\ 1 I I 1 I WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN Fax: (910) 826-4546 I ♦ \ ✓ ♦ \ 1 CI-5 26.00 LF ® f / DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. /r��r- ��� J / ♦ > / / \ I 68 \ 0.58% 15" RCP J l / 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE 0 � / I DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL \ ,(�� ♦ L� i \ \ \ // I I \ / 010 > I / / / MANUAL. '�,♦ / \ j I I ♦ \ \ I \ I I I PROJECT INFORMATION 1 = \ I \ I ■ �/ �/ \ / `v `♦♦� \� \\ � � 1 `i 11 WE 144.1 j l l l ` \ ■ \j/ 'Ss \ \ \ 8z 1 I DESIGNED BY: BEN DRAWN BY: BEN � ■I J I \ � � ,- �\ � � _ ° M N \ � I � \ �� > / CHECKED BY: SCOTT G I C-3■6 PROJECT NUMBER: 583 v LU CD ` -or DRAWING SCALE I / ■- _ \ / \ \\� //� `�' 3.7 \v°> C-3.2 HORIZONTAL: 1"=40' -\ \ � �``" �" � � �''� •\__�_�����\�♦ \ �� SNP \tr / 1 /.V .t/ % .V \ \ \\�/' - =��j �I, s • ° C-3.4 C 3.3 DATE RELEASED FEBRUARY 25, 2014 GRAPHIC SCALE 0 _ MATCH SHEET SHEET NUMBER 40 0 20 40 80 160 LINE - SEE SHEET C_3 5 Know what's below. I C-3.8 Call before you dig. C-3.9 KEY M ° ( IN FEET ) 0 1 inch = 40 ft. C-3 , 6 0 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J STREETER DR \ 409 Chicago Drive-.Suite 112 Q Q \\ �\ x \ Phone:(gio)426-6777 \�\ Fayetteville,North Carolina 28506 N 0 ORADO DR j w POLK \ \ \ x /\ \ Fax:(510)426-5777 �� \ z 7 \ \ License Number:C-2354 Y pR o �y \Il/ I \\ o=� NQ � z " o ( \ 1 \\\\\ \ 14P ,5711 �o 0 �P�� �� -� 1 II SOLUTION,5, INC \ x ,ZP y 0��� ♦ ,I, 1 �/ \ / ENo NEE2WG A SURVEY1N(;A BPS A caN5T2ucT10N L4YouT 5e�\�� SITE N: 441,937.993 I ♦ ERB ^� \ CA'` 5 \ l 15 \ I ( ♦� C� 1 -� E: 2,003,899.863 1/2» p / ��''//I \ \ O 81 > NC GRID NAD 83� �� '�`` / ! / -1I- (NSRS 2007) •••••.••• / 10 w � NSF` \\\\ ♦ �� � I •4�° SEA ��•, • _ v HIP LN GC\ \ 1 1 1 / /l `7 \u\ 1 NORTH • 70 \9\ 1 EP2 \ <0Lc�\4 N: 441,87 1Sq v�� / \ 1 1 I I I I I / II♦ \ _ II ///'' '/O1�III�R````` E: 2,003,437.856 • NC GRID NAD 83 �� VICINITY MAP \ (NSRS 2007) . /,f �\ NOT TO SCALES , / � I ( ( \ V \ ( � v I► REVISIONS LEGEND: NL O NL-NAIL ECM® ECM-EXISTING CONCRETE MONUMENT / \ \ \ „ % R��s FF� s\ PP EIP Oo EIP-EXISTING IRON PIPE \ Els EIR-EXISTING IRON ROD '� �\ \ \ \ � �_ \ \ \ \ Sow � C � OIL R� � \ EIR Oo � l I ERGO EIS-EXISTING IRON STAKE \ �\ \ \ \ \ 1 1\ /� \ \ 1y0 �40 ,l l I ( l I ♦��""— O ERB-EXISTING REBAR \ \ \ 71 `-� I \ \ 1 I t�� ♦ \ � \ I 1 \ ♦ ` ♦ \ \ \ \ \ \ / \\ / ` L, _/l 1\X' O�G / JOB \ \� \ \ �- N/F - NOW OR FORMERLY \ \ ♦ 1 \ R/W - RIGHT OF WAY \ \ \ \ \ \\ 0-6 \ y J 26.00 LF ® 142' PVC - POLYVINYL CHLORIDE 0.58% 15" RCP RCP - REINFORCED CONCRETE PIPE \ • \ \ /\\� � \ r\� iL 'JO� p'14q PROPERTY LINE \ ADJACENT PROPERTY LINE -- RIGHT-OF-WAY \ l I ♦ \ � �116W, �9I-6 147 \ ��- - EASEMENT LINE ♦ \ \ ° ss SANITARY SEWER LINE \ \ \ /P �F.� \ �4 1 { �"_,\cAS UNDERGROUND GAS LINE \ Pt� S -� p OVERHEAD UILITY \� ♦ \ \ -\ ��G ��_ \ \ 1 / / II ' _ _148 WETLANDS P I °N _ ��� 80 --- — TREE LINE \ I �--- —r_oc r_oc— LIMITS OF CONSTRUCTION \ ♦ ` �- \\ ' I I 74 1 N 145 —sF —SF — SILT FENCE LINE II \ ® ti— \ �l�\ � \�� \ � TEMPORARY SEDIMENT TRAP 2 U —JN JN — JUTE NETTING 1� ♦ \ \ L=50', W=25', D=3' # o^ � I o `/ ♦ \\ —olv—olv— DIVERSION BERM \ _�♦ \ �/ � \ SIDESLOPES=2:1 v [— / I ♦ PROJECT NAME BENCHMARK JN=18,12,12 WEIR=6' o < / ♦ m TRANSFORMER \ �\ \ \ SIDESLOPES OF TRAP ARE TO o I I \ \ BE SEEDED WITHIN 7 DAYS 143 TEMPORARY INLET PP /� I ` o \ PROTECTION (TYP) / • UTILITY POLE \- \ ♦ \ /� y \ \ / o 1 1 / 1` 7,0 1 WEST C GUY WIRE \ I �° I / ^� I 1 : �,I X WATER VALVE Al \ 4 CI-55 ( l / V / / J / I ❑� WATER METER �� � J \:�l� � � / V -�✓'1� �, ��0� Oc` 147 I o � � q TREE / , \ \ °�� �1� . \ I o-1 79 , 1� HAMPTON 0 SOIL A4 � �^ \gyp �� L C- O • � c, 0 WETLANDS /� \ Pgk.� 138 ^pro / / CONSTRUCTION SEQUENCE O INLET PROTECTION - I' \ 1 -� � `� G �- 1\1 139 PHASE 11 G � 0 0poll r � / / \ ��/ � 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE 0 1 � I I •so-,, � CONSTRUCTION CONFERENCE. M I / • / CI DIVERSION BERMS WHERE SPECIFIED 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND A "ZEROLOT LINE" ♦� I� f� \ \ I a I Gij 3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT O 14j BASINS AND SEDIMENT TRAPS AS SHOWN. i 72 / \ �, N TEMPORARY DIVERSION ( 1 4. CLEAR AND GRUB THE SITE AS NEEDED. DEVELOPMENT \ ♦ \ II �� \ BERM MUST BE SEEDED • / 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN ^ WITHIN 7 DAYS (TYP) GRASSE6. INSTALL UTILITIES. 00 — 136 7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING. Cti 4 p ®73S / / • 8. INSTALL AND PREPARE BASE COURSE. DETAILED LL / 9. PAVE ROADWAYS. �� a/ , ♦ J \ \ \ \ / 78 r �� 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. J I J I' �Q 11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY _ MEASURES. GRADING AND o �� Ic 0 34 / / / • I 12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT 0 aj _I'- 1 / t, r WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN EROSION \ I / / DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL p f MANUAL. CONTROL PLAN s \ lJ \ ♦ 73 ` �o cI—56 ? / ♦" CLIENT —� 7° GHM GROUP LLC \/ / \ a 1 i ■ 2a / ♦ GROUND STABILIZATION CHART 27.4\ 7670 Raeford Road o/ J / SITE AREA STABILIZATION STABILIZATION TIME \ \ 74 C�17 LP , \ ti`� 1 ✓ / ♦ DESCRIPTION TIME FRAME FRAME EXCEPTIONS Fayetteville, North Carolina 28304 \ . \ PERIMETER DIKES, Phone: (910) 221-9901 SWALES, DITHCES 7 DAYS NONE Fax: (910) 826 4546 ■ / / o> ti AND SLOPES \ ■ \ ^ �G/\ c ��� ♦ HIGH QUALITY <o \ /G DI \ / ♦ WATER (HQW) 7 DAYS NONE ZONES ^/ / v ( / }♦� \ ♦ �e PROJECT INFORMATION /� �� j�,o ya ♦ IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, DESIGNED BY: BEN a - \ ��� 75 v°G 14 DAYS ARE ALLOWED 3' /~ � �� O I �� 7-DAYS FOR SLOPES DRAWN BY: BEN 43 N \ , �� GG I 76 SLOPES 3:1 OR 14 DAYS GREATER THAN 50 FEET CHECKED BY: SCOTT a FLATTER IN LENGTH N \ �♦♦ \ 0o VOG \ PROJECT NUMBER: 583 OG �� NONE N � �C ♦ \ G TEMPORARY SEDIMENT TRAP #1 C=3 7 I O L=50', W=25', D=4' �\ ALL OTHER AREAS (EXCEPT FOR w ■ \ / -\ \ WITH SLOPES FLATTER 14 DAYS C-3.2 � 1 w SIDESLOPES=2:1 PERIMETERS AND THAN 4:1 DRAWING SCALE oG JN=18,12,12 WEIR=6' \ HQW ZONES) C-3.5 \ SIDESLOPES OF A7 TO SEEDED WITHIN DAYS c� BE DAYS J \ II 3 � 0 HORIZONTAL: 1"=40' z C-3.1 C-3.3 C-3.4 \ \ \�D DO NOT v i" ` \4/ \ • 81 \ \ �,\ �, o �,��, J GRAPHIC SCALE DATE RELEASED SHEET ° -A \ \ I ; 40 0 20 40 80 160 FEBRUARY 25, 2014 C-3.8 V C-3 KEY o \ \ \o s\ `t' �\ ■ `�' `� `� ♦ SHEET NUMBER 02 = Know what's below. v / ♦ ( IN FEET ) 0> \ \ II \ ��♦ I (\ 1 inch = 40 ft. Call before you dig. MATCH LINE — SEE SHE \ 0,- ♦� M ETC 3 3 Om _ C-3 , 7 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED o — J 409 Chicago Drive-.Suite 112 STREETER FayetteviLLe,North Carolina 28506 w DR �/ \\ �/\ �/ �/ �l/ mil/ mil/ �/ I �/ �/ 1 �/ I �/ �/ Phone:(910)426-6777 \��\ Q 0 ORADO DR Fax:(910)426-5777 �/ �/ 41 �/ - � V/ License Number:C-2354 LLJ J Z , POLK DR o 0 SS�y C�� ♦ OS l \\ moo= N� �G� Q Q` 0 0 6 SNP \ `L `L \ \� `L `L `V / CONSTRUCTION SEQUENCE \ �, / I 4P ,5711 \\\ v \ \� °° u' of ♦ \ ^ 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE 1 J A o L_u T i o N A , INC �G N L ♦ \ � 1 CONSTRUCTION CONFERENCE. 2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND \ EN4wEEzwGsu vEYiN� GPs caNSTzuc ioN LAYOUT DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE ♦ ` \ \ GOING ACROSS ROADWAYS. \ \ OR \ of \; ♦ \ \ 3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY SEDIMENT TRAPS AS SHOWN. \ • v0 -p Ci \ 4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE SITE �, 1 Y > A\ a N J \ $1 ( � � TRAPS AND BASINS. of 5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL. ��llllllllll//�� • 1 \ MIN FIFE: \ \� G \ \ 6. CLEAR AND GRUB THE SITE AS NEEDED. � `\\� A CARo�//�� 03 0\� 1 ` \ 7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN •••••.. •/ / / I I 1 o �\ \ ♦ \ \ / GRASSED. �� ��••FeSS/O•' > CI 18 N v ♦ 8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN. _� _:�0 i ORFF �� / / / /i ( 144 \ \ of \ �\\ 9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING. � = .4 SEA < S z w ` G 10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING 0 E CI-15 -� 26.00 LF 0 \` EXCEPT FOR FES-95 WHERE THE SEDIMENT TRAP IS LOCATED. p 0.7 3% ♦ \ \ / 11. ONCE THE STORM PIPING IS IN FOR FES-95 REMOVE THE TRAP AND INSTALL o LN \ ! I15" RCP CKEY HIP �� ( \� v ♦ I ' THE REMAINING PIPE AND DISSIPATER. •.�G I NE .•' ��� S °0 0 12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE �� ' NORTH I `� I I 145 LIMITS OF CONSTRUCTION \ /5 \ > V J \ / �/ `sC �� _ J \ • 24.6 ACRES pOG �' ��` o \ / '\ ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED. ''��///OIII Illll���`` ® ♦ / \ . ) 13. INSTALL AND PREPARE BASE COURSE. / \ C N N \ \ ♦ \ �� �L1 �i14. REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS VICINITYMAP PSG / / ) \ / \ GRINDER ° s \ / / STABILIZED. �/ \� \ PUMP LOT pG/ \ > \ / \ f �15. PAVE ROADWAYS. \ / I \ 16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. NOT TO SCALE �� // \ \ G� \ > \ \ I I 17. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY \ \ ° u'\ \ �, MEASURES. / ( 18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT �r \\■ �v `�♦♦ 1 �5 LOC��0 '04\ \- j \� / / WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN REVISIONS / - ♦ is � C CI-50 F\SN E�� \ ♦ \ \� \� \ \� /� DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. ♦ ��-- 1 ` ♦ G�S V- -5 CI-62 u 19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE ♦ / / J NOP Pig\\G DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL O R 144 U c� ♦\I/ ) \I/ \I/ \ \1/ �\ \ MANUAL. W NIL LEGEND: / 1 MIN FIFE: �G ,� 5 ` � \ J \ \ ♦ \ / 1_ \ ECMO NL-NAIL / / I I JI4 _� 146 v 1 26.00 LF ® �,; \EP® ECM-EXISTING CONCRETE MONUMENT v 0.77% 15" RCPDI-66 IOo EIP-EXISTING IRON PIPE � CI-51. I \ '' \- 1 / \ \ \ ^� oo4 \ EIR 00 EIR-EXISTING IRON ROD 1 / / ov 1 I MIN FFE:107.00 , °1 I o00, EIS ,O� 4 \ � J 1 i � 1 1® \ 1 � o v ERBO EIS-EXISTING IRON STAKE �\ Oy \ GQ�/ 34.05 LF ® �150 u�i I 1 1, \� \� \ \ O ERB-EXISTING REBAR <O 2.20% 12" RCP C .� /OC I \� N TEMPORARY INLET \ I � N/F - NOW OR FORMERLY os yI• �01 1° PROTECTION (TYP) \\ I \ R/W - RIGHT OF WAY �o� �S\ \ \ \ p o°' x �1/ \1/ �l/ \ �l/ \V \ ` �1/� q/ q/ \ \�O > ® MIN FFE:106.50 0 � J \ ( \ PVC - POLYVINYL CHLORIDE , OC 1 ,�S \ \ / \ �6�� Oro N ��� � � \lj RCP - REINFORCED CONCRETE PIPE ,��\` \ �o�' i CI-63 I PROPERTY LINE \� - 1 I I I c� ' \ / o� 7OS 7 l \\ < \ / I O ADJACENT PROPERTY LINE \\��/' °� o \ o T ,� \ h'� ../ � v- o SDMH-83 -- RIGHT-OF-WAY �� \ \ 1 _ ...... \ - EASEMENT LINE\\\\�, \ / I 8 � 1 o I7 ss SANITARY SEWER LINE �_ �`� \ o \ \ MIN FFE:106.90 0 � ,� I 1 I0 1 s� MIN FFE:106.00 ^° J I 1 I \ l I 1 cns UNDERGROUND GAS LINES ` o� J' OVERHEAD UILITY i - \ \� \ \ 1 148 I / ,� ,♦ \ o - - WETLANDS \ \ \ \ < 1 I o / / /MIN FIFE: / o TREE LINE / �< \\ \\�\\ p� \vJ,�Xv C' o� ® / 00 -HOC HOC- LIMITS OF CONSTRUCTION /� �, \\ I -' / r - N -sF -sF - SILT FENCE LINE \\ \ 1 ))j r ♦ \ \ 107 / a / 9 \ -JN JN - JUTE NETTING \\ \ \� v <o / ' o �` - oo \ ,P c) I 9 -oiv-oiv- DIVERSION BERM � � � � \\\ , \ �- LOC 105 108 / � s� \\ / \ --- 10o PROJECT NAME -------- STREAM CENTERLINE -� \ \ 1 \ \\ \� LOC / / F \ 10o YF -------- � \J'� \ SDMH-8 CI-64 MIN FFE:106I50/ ti� \� I \ TOP OF BANK \\\ \ \� � / - - CREEK/WATER SURFACE LINE 1 \ \ \� 1' \ Or- BENCHMARK �� - WEST ( o ` MIN FFE:106.20 / v m TRANSFORMER I APPROXIMATE TOP OF BANK ,� Q \ PP 0 OF ROCKFISH CREEK • UTILITY POLE I / - t2 LIGHT POLE \ I I / ��I O 107 / \ T �. � � � " o \ \ HAMPTON ❑ TELEPHONE PEDESTAL / \\ © CABLE PEDESTAL (7 \ I 1/2 �// �II�I ® \ I \ �� ®o / 1 �Ij \ PHASE II C GUY WIRE �v I RIP RAP ENERGY DISSIPATER o2 J �� �^ `'� \ I \ N F \ D4 WATER VALVE \ L: 35', W: 10.5', 38.5', 1 100 co co 99 LF ® SDMH 17 \ THICKNESS: 31.5", D50: 14" �; __ 47.63 \ / / PATRICIA JACKSON DAVIS & HUSBAND, FIRE HYDRANT \ RIPRAP CLASS 2 STONE♦ ^- - 42" RCP CI-16 / FES-90gg - 3'15% III \ / / \ WILLI00 R. DAVIS A „ZERO LOT LINE" ❑❑ WATER METER c� \ 26.00 LF ® `' \ DB 7009, PG 456 so STORM DRAIN MANHOLE � \ 1.15% 15" RCP PB 93, PG 65 \ /j J� O g4 �f ,_-__ FES-89 00` \ �. ® CATCH BASIN / 10' MAINTENANCES _ _ - I \ F MIN FFE.106.50 \ I // DEVELOPMENT S SANITARY SEWER MANHOLE ? -� SHELF g4 96� CI-19 J GC CLEANOUT J / // �J� $ I 9__S. - _ RIP RAP ENERGY DISSIPATER 2 1 A14 / / i aA/4 rTL7.5', W: 3.75', 8.8'TREEo - _ THICKNESS: 18", D50: 8" �� o TEMPORARY SILT /' TOP OF SHELF: 98.60 97 RIPRAP CLASS B STONE p ® / \ DETAILED SOIL Q / / BOTTOM OF SHELF: 98.60' 9q �'o xF FENCE (TYP) (G -�\ 1 WETLANDS „ /7L J �\i / WEIR ELEV: 98.10' 0INLET PROTECTION �l ��� PERMANENT WET POND TO BE USED I 18" THICK CLASS 1 $ I � `' r/ GRADING AND 2 �r I AS A TEMPORARY SEDIMENT BASIN o 1 1 STONE CI-65 1 1 IfJ �� 1( / //iUNTIL CONSTRUCTION��f IS COMPLETE. � � � I I �� «� X �� 9 / EROSION II '� a ' / // TEMPORARY SEDIMENT BASIN #5 I ' �N /N I III �`( L=295', W=115', D=6' o P1 9� JN \ �/ MIN FF54106.50 5F o CONTROL PLAN SIDESLOPES=3:1 I / O / � III %��JN=103,74,74 SPILLWAY=25' 9s ` V` 4 ` STOP OF BASIN:99.10' �\ G \ ` s / TEMPORARY STOCKPILE 5F ° �', � / �) ♦ BOTTOM OF BASIN:93.10' <o s -- AREA / EIR ° 2 � EMERGENCY SPILLWAY:102.60' ` �' �` I \ woe / `- CLIENT TOP OF RISER:101.25' \ ` ICO l , •j��; INVERT OF RISER:98.50' '�/y �\ \ �N //� q ( f \ 00 ORIFICE ELEVATION: O S� 1 *MIN FIFE OF HOUSE IS LISTED q C' MIN FFE:106.00 F °G ORIFICE SIZE:3.25" ` 5\, ON CRITICAL LOTS TO MAKE � G H M GROUP L LC \ �\��SIDESLOPES OF BASIN ARE TO \ 100 199 -\ SEWER SERVICE AVAILABLE q ' - _BE SEEDED WITHIN 7 DAYS /` \ Y \ I O / ce \ _ X \ !Qi � s \ G \\� \-*ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) 00 `IQ \ �, WITH A 2.0" ORIFICE FOR DEWATERING THE / SEDIMENT BASIN DURING CONSTRUCTION. `\\ N. RI-85 GROUND STABILIZATION CHART N\x PERMANENT WET POND 1 FG SITE AREA STABILIZATION STABILIZATION TIME # \\\ TOP OF POND:103.60' \ \ \ N �� �' DESCRIPTION TIME FRAME FRAME EXCEPTIONS \\ \ �\ BOTTOM OF POND:93.10' \ -,,� �° 5 C-3. 7670 Raeford Road �\ EMERGENCY SPILLWAY:102.60' EMERGENCY SPILLWAYS S N / F PERIMETER DIKES, 35 WIDE ELEV: 102.60' �G / SWALES, DITHCES 7 DAYS NONE Fayetteville, North Carolina 28304 --1 ��\ \ TOP OF RISER:101.25' ® /v, AND SLOPES Phone: (910) 221-9901 \ 22" THICK CLASS 1 �� 1/4° INVERT OF RISER:98.50' STONE \\ F ERB l �� �\ ORIFICE ELEVATION:99.10' <o Fi o`� Nn 'o \ `� / HIGH QUALITY Fax: (910) 826 4546 ,ORIFICE SIZE:3.25" r c' FES-86 J c�' 7� \,OG WATER (HQW) 7 DAYS NONE C_3.7 1 I/ 10YR WATER ELEV:102.35' r 1 70 / ZONES -3.2 SHW:99.57' v� ;a^ �. \ ° o � C-3.5 A' v� v SF OCF IF SLOPES ARE 10' OR \ \\� RIP RAP ENERGY DISSIPATER C, VFW LO( � SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE PROJECT INFORMATION I 10 THAN 3:1 NOT STEEPER THAN 2:1, L: 16', W: 6', 18' \ ^�.. � � lop I THICKNESS: 22.5", D50: 10" -USE NAG S75 OR EQUAL o 1 1� 14 DAYS ARE ALLOWED C-3.1 j /�� l / \, RIPRAP CLASS 1 STONE / \, USING STAPLE PATTERN "C" ^� - // F \ \ _\�- o / 14 DAYS GREATER THAN 50 FEET (�_3.4 DESIGNED BY: BEN \�� W` �E1 SLOPES 3:1 OR 7-DAYS FOR SLOPES v \� \ ^ - O / AERIAL SANITARY ��`� \ W FLATTER IN LENGTH DRAWN BY: BEN 150 (( APPROXIMATE CENTERLINE \\ �, \\�� � p - ` SEWER F� NONE CHECKED BY: SCOTT I( / OF ROCKFISH CREEK \ \ \ _ �� �f �o ALL OTHER AREAS N I IN / \ \ ��� �' �r (EXCEPT FOR _ 81, o WITH SLOPES FLATTER 14 DAYS PROJECT NUMBER: 583 �\ C-3.8 SHEET _ ( � PERIMETERS AND • �� \ \\ \ \\� b� \ �••!S•/ 5/ T THAN 4:1 HQW ZONES) 18" RCP \ \ \\\ ` \ � ' -= ►�•...---•►-•'•��i/� �R v 100 YF C-3.9 KEY 100 YF DRAWING SCALE a S3 �,°G _ r �r / HORIZONTAL: 1"=40' / / OPEN-CUT ^\� �� �CD SANITARY SEWER � \ x\ • , l \ \�� 1 2" \ _ - 1EIR GRAPHIC SCALE DATE RELEASED - \ / \R /2" 0 E Fw ` ao o zo ao so 160 APRIL 30, 2014 HOOD 9012 1110 09 /$ • ® I �p1` \ / ���\� EIR a INV OUT 106.06 •. . \ 0 n Know what's below. C1 #9D,3 0-0. IN FEET ) SHEET NUMBER HOOD 1113 \ \ / �� 1 inch = 40 ft. INV IN 106.00 (9004) � � I M Call before you dig. _ .. INV IN 106.04 (9012). �-� �- p� INV OUT 105.80 �L \ 15" 1/2 0 DrrD\ r.'\ ERB © I C-3 , 8 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED J 409 Chicago Drive-.Suite 112 Fayetteville, orth Carolina 28306 STREETER � Phone:(910)426-6777 N � 0 ORADO DR Fax:(910)426-5777 z License Number:C-2354 POLK DR o SFy / moo= N �G� Q CONSTRUCTION SEQUENCE 4P ,5711 S m 50L_UTioN�, INC .� ��` 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE �G 3 4 CONSTRUCTION CONFERENCE. SHEET C- 2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND AENwEEzwG suZVLYiN��GPs�CONSTP-UCTioN LAYOUT Q DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE y�o� y S�� MATCH LINE - S= GOING ACROSS ROADWAYS. G� I 3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS U TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY SILT TEMPORARY SEDIMENT TRAPS AS SHOWN. SITE FENCE (TYP) ��i 4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE y� LOC TRAPS AND BASINS. TEMPORARY INLET, \OC 5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL. PROTECTION (TYP) \ �'S /� / I 6. CLEAR AND GRUB THE SITE AS NEEDED. ���� CAR0��///� 7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN `������;.•••••. ��ji TEMPORARY STOCKPILE GRASSED. AREA y / 8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN. FF \ CI-25 `r\ 136 9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING. _ SEA `9 4 < • _ Z w CR 135 I y / 10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING a \\ o9,CT l0c, III- G ✓� Y �/o EXCEPT FOR FES-95 WHERE THE SEDIMENT TRAP IS LOCATED. 027 w N / s � 11. ONCE THE STORM PIPING IS IN FOR FES-95 REMOVE THE TRAP AND INSTALLIt Q HIP LN \ T' ® 9 /� = \ // /� THE REMAINING PIPE AND DISSIPATER. G I NE CKEY o �� 12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE z� ORTI-1 A0' MAINTENANCE 99�" / � - � `� �/ ��/ � ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED. //�COTT SHELF s, 1 -0 13. INSTALL AND PREPARE BASE COURSE. a 14.'F i REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS VICINITY MAP - / \ - �i% STABILIZED. �� / �j / 15. PAVE ROADWAYS. 16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. NOT TO SCALE ` Sc. / / / i 17 UPON OASURIEE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY TOP OF SHELF: 112.00' (OL \ �/ / / ��-� 18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT BOTTOM OF SHELF: 111.00' CI-26 i WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN ® e DOUBLE W5 / / DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. REVISIONS N/F F �c' ( ) p �/SANITARY SEWER / %i 19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE JOSEPH P. RIDDLE, III & WIFE, o��� /G /�/� �, / ��T DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL TRINA T. RIDDLE �.;; ` �\ FES-98 e y"�° / / / MANUAL. LEGEND: DB 8473, PG 802NL \ ECM NL-NAIL EIP® ECM-EXISTING CONCRETE MONUMENT TEMPORARY SEDIMENT BASIN #4 srr O Oo EIP-EXISTING IRON PIPE L=126', W=105', D=6' "p® , �� " / � / ✓ 1EiR EIR SIDESLOPES=3:1 I cO SDMH-77 / I / GROUND STABILIZATION CHART EIS OO EIR-EXISTING IRON ROD WEIR ELEV: 110.00 i JN=44,31,31 SPILLWAY=25' 112_ 18" THICK CLASS 1 _c, / ��/� EReO EIS-EXISTING IRON STAKE TOP OF BASIN:115.00' STONE F RIP RAP ENERGY DISSIPATER, / / // SITE AREA STABILIZATION STABILIZATION TIME O ERB-EXISTING REBAR BOTTOM OF BASIN:105.50' I L: 28', W: 10.5', 31.5' / / DESCRIPTION TIME FRAME FRAME EXCEPTIONS N/F - NOW OR FORMERLY EMERGENCY SPILLWAY:114.00' I THICKNESS: 22.5", D50: 10"` / R/W - RIGHT OF WAY TOP OF RISER:112.80' RIPRAP CLASS 1 STONE 00 SWALES, DITHCES 7 DAYS NONE PERIMETER DIKES,/ ��� , 4� / N/' INVERT OF RISER:109.75' V r r j AND SLOPES PVC - POLYVINYL CHLORIDE ORIFICE ELEVATION:111.50' ".'K o A09 / / GABION BAFFLE- / RCP - REINFORCED CONCRETE PIPE ORIFICE SIZE:1.75" RIP RAP VEIN - �j 1 1 / HIGH QUALITY PROPERTY LINE SIDESLOPES OF BASIN ARE TO �' 71� / 3 / ; // WATER (HQW) 7 DAYS NONE ADJACENT PROPERTY LINE BE SEEDED WITHIN 7 DAYS P2 \CG I \\\-`- `� �j/ �I / , ° ZONES -- RIGHT-OF-WAY I I �-i C}r �1 / �, IR / IF SLOPES ARE 10' OR *ATTACH A 2" FAIRCLOTH SKIMMER (OR EQUAL) RI-8 -�� EMERGENCY SPILLWAY / EIR - EASEMENT LINE / SLOPES STEEPER LESS IN LENGTH AND ARE WITH A 1.4" ORIFICE FOR DEWATERING THE � 9 25' WIDE ELEV: 114.00''� �I I / � THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, ss SANITARY SEWER LINE SEDIMENT BASIN DURING CONSTRUCTION. ` 0 11 -GAS UNDERGROUND GAS LINE flit r v STONE THICK CLASS 1 �\ \T /\)/ / , / / / 14 DAYS ARE ALLOWED OVERHEAD UILITY PERMANENT WET POND IS TO BE USED `P ®.7 ,14� ^/ \ ' K%� ��� / / �v SLOPES 3:1 OR 7-DAYS FOR SLOPES - - WETLANDS AS A TEMPORARY SEDIMENT BASIN C3�` 09 0 RIP RAP ENERGY DISSIPATER / / ? FLATTER 14 DAYS GREATER THAN 50 FEET � UNTIL CONSTRUCTION IS COMPLETE. n � ?u•. L: 12', W: 6', 14' , / IN LENGTH TREE LINE \\ / , J pcA ` THICKNESS: 18", D50: 8" / I -Loc Loc- LIMITS OF CONSTRUCTION �c SF �,4OC \ RIPRAP CLASS B STONE / v NONE -sF -sF - SILT FENCE LINE JC A//,�/�/ I oo/ / / % ALL OTHER AREAS (EXCEPT FOR / �// Q WITH SLOPES FLATTER 14 DAYS \ � THAN 4:1/ 1 s� / PERIMETERS AND - - JUTE NETTING PERMANENT WET POND #2 _ ) -oIv-oIv- DIVERSION BERM TOP OF POND:115.00' �13 � / FES-88 ;�i I I // ; / ; HQW ZONES PROJECT NAME -------- STREAM CENTERLINE BOTTOM of SPILLWAY: � / J �j/�/ � l I EMERGENCY SPILLWAY:114.00' ======== TOP OF BANK TOP OF RISER:112.80' bq+ CREEK/WATER SURFACE LINE INVERT OF RISER:109.75' I /�/ /// /y>; / / BENCHMARK ELEVATION: o/ / I I / /// �� / / / WEST m ORIFICE SIZE 1 TRANSFORMER PP• UTILITY POLE WATER ELEV:113.36'SHW T:111.94' LIGHT POLE SHW / /v HAMPTON ❑T TELEPHONE PEDESTAL © CABLE PEDESTAL C GUY WIRE _ / , PHASE 11 N WATER VALVE FIRE HYDRANT I --/ A „ZERO LOT LINE" ❑❑ WATER METER so STORM DRAIN MANHOLE ® CATCH BASIN \ I J / / I fj�j ) / DEVELOPMENT �S SANITARY SEWER MANHOLE ( 40i GC0 CLEANOUT 6 TREE OSOIL DETAILED =WETLANDS I / / / / / / i 0INLET PROTECTION // / / I �I �/ GRADING AND EROSION AIER 4 y/ B CONTROL PLAN �' CLIENT GHM GROUP, LLC 7670 Raeford Road Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 J 148 _ \ s MH #9018 �•� \ • • • • o PROJECT INFORMATION RIM 107.91 I o J III / SHELF 100.16 \� \ 1 INV IN 99.77 I IIIL��I# INV OUT 99.70 � � WELL 9022// h DESIGNED BY: BEN 1 a ' I ATCH 108.83 I jNV IN 100.64 h \\ C-3.6 3 s w l �� M DRAWN BY: BEN BOTTOM 93.13 sy� , ECM � I 'IIII////�/�/ /� w TT NECM S12 Jills,Z 12" Pvc w 00 CHECKED BY: SCO I II ,_� �z- 2 PROJECT NUMBER. 583 W C-3.7 I II II IICd , 1 n EIR{ =Wig= C-3'2 I// III 1 / 1/2"EIR i i/ / DRAWING SCALE U 40 III I r HORIZONTAL: 1"=40' o �x Z C-3.1 , 2' w / / \ IR / C-3.4 C-3.3 / W Q GRAPHIC SCALE DATE RELEASED R SHEET ° o 40 0 20 40 80 160 _ C-3•8 of KEY 3 / \ 147 - 1 APRIL 30, 2014 LU \ a FM LLI C 3.9 \max--�FM x- FM _�_ u� Know what's below. / - GRDI ATE900241M I O0 ( IN FEET ) SHEET NUMBER I \, INV OUT 108.11 1 1 inch = 40 ft. Call before you dig. -3 , 9 I of o o /•` / / / .a• • I n F m THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED o J 409 Chicago Drive-.Suite 112 FayetteviLk North Carolina 28506 Fax:(91091 426 5777 \\\\\\ y'6'O' S Q W 1 \ v \ \ O m + License Number:C-2354 \� CO4P ,571 G \ \ - 134 �I� - \ \ �1 J w � ��- O �1Q _ / I - � �\\/ L � ' �\\�� _j 0,� , INC �\ ` 50LUTION�5 135 b£ \yd�� k \ I \� 14p /I ~ \ 00 I w O) N / ` \5 / -� _ / \��� AENGWEE2WGASURVEYiN( fps caNSTzucT10NL4YouT oo f' F� I / J \ 1- � X c�1 \`� r_ f � �- �_ 134 �g'` J 138� '139 / SIP". 313,52 L �- _� -_ _- _ 6. t G \ \ \� �\ ����TOP'• 13'56 - 6. - _ Sop +s I' T / / / \ I / i \ C\\ y(x \P\� a\ $ 'O 1 36g / / STA: 9+54.28/ ;V136 4_- L\4\d�c' k0 _ , � ��C S g+14�4 TOP: 155.56 / / � ```��f,\\IICA ''/O 0 0 / ^ 143. INV: 146.15 \ ` `, i�/ 9 6 a L 0x� '� W8 W8 - 0 W8 8 w $ TOP 1 \ ♦ �(`` O�J o \ o ♦ .......... N W i i ° 139.58 4` { I- / \ i\k�\1�1 \ • 5+00nM6+ ff 7+Q (y$ /� g NV°+0s_o/ \ �' ' �0� 218.88 LF ® 0.86% 8" SDR 26 PVC • W �4, y �� `y�l��� 96ti SS SS _ SS LF ® 6.819. 8" SDR C STA: 1+15.59 ,Q O�pO��* 9 W8 P�JG� 26 PVC c'jOP' 13890 �\ _- 26 _ �� N� 8 - _ SEA TOP: 145.66 INV_134.31 W W �� �� x\� 138 - OR •/� < ( / � p •�� � + �8 � �y� X W8 g+�o% a„ SpR 26 PVG 1 Q�Op / �mN= o STA: 4+85.99 \ i\ STA: 5+60.99 ` '� O STA: + . $ °' S 1 ° \ E •• �+ wa \a \�5 9�•�� o �F - �'� a s I 1 6 35 99 \ 8 C' ,k LF SS Wg I N OQ W$ 2 J cOC\fir\ yx ti k 9814 28 �- 1. I \ TOP: 135.78 Gi TOP: 135.89 �\\ TOP: 137.29 SrA: 2+ 73S y S��Q'• �ti 76 6`�� " /�SL,OrT••8�L"``♦♦♦ I+QQ / W$ W8 = W / 3+ 2. NV: 131.78 INV: 131.89 \ NV: 131.42 Ipp. 3p 0 O ` J �j 1+00 252.88 LF ® 0.45% 8" SDR 26 PVC U 'STA 1g733 I \ yc.0�\P� INV.' 1424j8 <� O �/ �� _ 09 / coP' 133 33 �u ti\ \ \ \� '3j ss SOS SS Q i x�� - 1N� 5d _ \ - pwti��titi\c.l�y5 f- OHI • ���� ' G � 0�9x9 ��V, 1 1 �Q Q�0' �2y v�2�1y 60` `L6 43 U STA 1+65. _ 89 ��OQ 14 \ 1,\1 / dC\\� -� T ` 146\�\ \ �OO.�S ^�L �. ���g5 a cptJ LG�+ ✓� / \ \ 8J3 '0+90.49�= TOP 140.Sg �� / �(�\l \ ( D� pcj°�° / , EA - TOP: 145.73�� Nv \ N. � \\\\�,- ' � \\ � \ � t � 1 � � \ D• ` G� p p�N 2 N'� \ /SQ NV: 141.73 9TC /L p ��1 o p r`�C\ \\� r` J \ ( / i-- �\ \\ \ \ \�d C\\ ( ��' `r� 'So ?�,U' w`� w o o l > ` %�N +� ��xso REVISIONS 151 'Q. \ \_ + HW) Ll'LZl .LnO 150 ro 9�-64\ \ \� o;� � � �� LZ' S / S O 4 x 9 L6'ti NI ANI �� \ 9 S i �1�1 .\0 -\ J Ni \ L Z l / S 9 14 2j` Z w a OS 8 66'Lf+ WI21 �- �J� T� a9��'� S o,�' \ •14 �\ 143 9 o els _ Sy , �� go 149_ / _ I \� \' \ �s'°`tip' �ti y�, \ \ 0 .�S 9ti-HW J / -� 1 1 152 F�T 00 \\ 145 �e �� 67 0 z 0 GRAPHIC SCALE WOODSPRING DRIVE 0�0 0,83(N3R5 2007) 40 0 20 40 80 160 NOTE. CLEANOUTS ONLY BEING SHOWN N� WHERE THEY CROSS THE WATERLINE 501 R/W (PUBLIC STREET) ( IN FEET ) ROADWAY PROFILE -0+25 TO 11 +50 1 inch = 40 ft. HIGH POINT ELEV = 156.87 LOW POINT ELEV = 157.12 HIGH POINT STA = 10+38.23 LOW POINT STA = 10+87.35 PVI STA = 9+95.14 PVI STA = 11+07.12 165 PVI ELEV = 156.66 PVI ELEV = 157.22 165 A.D. _ -2.87% A.D. = 1.32% PROJECT NAME K = 30.00 K = 30.00 HIGH POINT ELEV = 153.81 86' VC 40' VC HIGH POINT STA = 9+10.43 PVI STA = 8151.40 WEST PVI ELEV = 151.40 � A.D. _ -4.77% 1 K = 30.00 �^ 143' VC O vr' 160 a 160 HAMPTON M to O Z HIGH POINT ELEV = 145.46 M x M i' - 1.$ �� `nx rr)+^�Z J HIGH POINT STA = 0+94.44 r) O 00 z 1% PHASE 11 PVI STA = 1+41.05 ^ M,� -� 0.50% PVI ELEV = 146.94 t°�°'M z / A.D. _ -7.01% `�+°C� > J PVI STA = 11+32.03 A "ZERO LOT LINE" K = 30.00 ao U,z p z i° ELEV = 157.67 155 210' vc I V)2lla - 33�% ExisTiNG 155 DEVELOPMENT Now M N��� WATER LOW POINT ELEV = 135.32 LOW POINT ELEV = 136.95 LOW POINT STA = 5+19.21 / � LOW POINT STA = 3+79.13 PVI STA = 6+20.88 WOODSPRING � I PVI ELEV = 133.65 M / o 1 x PVI STA = 3+23.70 o rn- A.D. = 9.50% N o+ U) M_ PVI ELEV = 137.70 K = 30.00 A.D. = 3.00% 285' � DRIVE PROFILE 150 II 0, N n K = 30.00 N o 150 II M�N� 111' VC co oo� J O+'s / 1 �MM�z N o + + a w =��» u7r--ZO> �(n 2Z^ - 0 1 Qom_ > / �a 145 1 95% a N oNi 2 M r7 0 O Ui I -it co"- / ���N °° � Q� "� � N ' " �� � Pvc CLIENT r>N ^(o 1 N (0 ,�M = r�i + o / 76.65 LF ® 1.00% 8" SDR 26 42" MIN COVER +°'�~ a +ao� o �I u7 ��� o I �� � 'n= _ 00 o(0r1z / (WATER) u7 N N2K M r)p O N J O I U O 2 2 I 00 O� I Q^>> / 4„ CO / -O �Q� v� -��ri�z 1 0 (0 O ~Uzz _��» 1 U)UZ �M > ri 1 0 O�; �O� �N�- - GHM GROUP LLC �s `� �1n�zz UNH_ r MM +M �Z vv M 00 ^ � (R0 M OOMM �� � / 069 CO riM 1tM_ZO- M (r) M O I I U ,� (oO M SSN- +r- ° 0)vi 1 Q H - O O v v`� ci oO 2 O(O M M�z o)10 M Z O / 0000�� 2��»Q O u7 N M O O�� O(0NN - Q^ +(p O �(n�Z Z J (!l O M Oj o- O +(p O +(0 F->�H U Z Z / 140 �MV)zo aj�04 M NN ^ u7M_Z_o- (o�zz�- 0) -- - 140 �<Uzz +�� � (o�r>p a'oMMM ^ 1 �0> I <M>>> _� 4" CO c�(n�__ ^�,�z_o �Q�> + = =j (n�?? �RzzzJ 4" C01 UU) Z l a^> >> G _ _ N�z z,? / R Tro \ 66'�0 LF ^\- ` -1.367. / V \ / 20 LF OF DI 4" CO ® 2.569 , - -- _ / CENTERED LF ® 7670 Raeford Road 135 5 RCP _ OVER STORM \1�50 135 Fayetteville, North Carolina 28304 7461 LF \ Phone: (910) 221-9901 1.809.' 15» RCP 59.62 LF Fax: (910) 826-4546 1.345% 15" RCP - 71.10 LF ® 0.51% 18" RCP 53.67 LF 0.50% 24" RCP 26.00 LF $" C900 WATER LINE 4" COI 2.42% 24" RCP I, 26.00 LF ® til Q�G PROJECT INFORMATION 130 4" CO > F 0.50% 15" RCP __________ 5p� 130 a DESIGNED BY: BEN N _ ®6 BEN 317.96 LF ® 0.45%, 00 X F 20 LF OF DI DRAWN BY:a 8" SDR 26 PVC 4" Co CENTERED �F t2252.88 LF ® 0.45% 8" SDR 26 PVC UNDER STORM o o \�gg0 CHECKED BY: SCOTT 98.14 LF ® 0.45% J SDR 26 PVC O1 w+ >(" � PROJECT NUMBER: 583 N -----Cl! LF ® 0. . 8" SDR 26 PVC 00 N N 125 0 125 DRAWING SCALE U 3 HORIZONTAL: 1"=40' Z VERTICAL: 1"=4' w w 0 M 120 120 DATE RELEASED > N °' N M 7 00 � O O co n 00CY) � r O O I� (p °' co O O (° (p O O r � M N iri ui ,ri (D ri ,j (� co o o ri ,ri ri ,ri o ,ri ap o o ri c t LC) ri r ,n m FEBRUARY 25, 2014 N L a c 0 SHEET NUMBER = 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 M L N C O J 409 Chicago Drive-5uite 112 Fayetteville.North Carolina 28506 Phone:(910)426-6777 Fax:(91o)426-5777 License Number:C-2554 �l ��` `s'zc�'7'I. o � � \ I S � \�°c•� I I \ � � � I ./Y ` �� � !\ ��d` � / � �v � 6��/ � � !I / c �\• ®• � I .��I I ��y�J 1 J I • 1 �I ( \ \ ; /�� �� `y l 3 dog'\ ` \ / /�j 4p JITE \ / { oo m v \ I ' 131 \- J �' d y�J Sr \ \ 1 / I ��I _/ \ \ ♦ /I J/ y�/ d •�yIYJ / I > o / ,�6 \ \ \ \ \ / \ \ �I v/ D`{iI I O 1 `I • (1 `I / I I ! O O° O. O! 1 I I ( \ I 7� / `��j00. `` O! I N\ \ 7 \ ■ \ / w f c' `gyp S Ste! S' l \ ENGWEEziNG S RVEYING CPS CON ST2uCT ON AYouT p, `y ;r ° ` 2 \ ` �- y ems.060, '7 .7 \ /Zoe TS \ \ \ IYJf'�.� deX' I �'/J�x�� 2 ( (� _ / �' �d 06 ! tip I^ o r \\ OB \ �O vy°•o d `titi� o`<c'! /f�•�o �.xS !�6�7yti N ` \. �♦ _ �/` / oJ�Xo��' �yZ ' `� \ \\\ s •� 1 \ Cn s°• 4W81 o. ° L ! V 1 ( I /� o / ti N �X �s�x �" 112, \ \\\\ I I�• -�I �aX -- OO \ ytS� ■ e� 6o O. S i9 �. ! I 1� . _ �s o( '' �z I C� -E _� A 13 bo oo• G� 'p' / STA: 1+60 O 7 STA: 2+35 STA: 3+10 STA: 3+85 1 S'� be O J-5 � \ \ao�m L 3 S p c�l� ti / -�O�Oc9ONG 'A 9-O 9 G�6'" \ 70? 13 TOP: 134.78 6+ !Oc'! �p TOP: 133.99 TOP: 130.78 TOP: 125.72 !INV: 126.50 'L L INV: 126.38 _ INV: 126.19 INV: 119.34O�po. p°,`'c' J -_ sue' �X�� �'J.�+ zc r �7 \ lOs 7j0rllII I II1///�7 'L ' �\J e \i ,% y ` \ � / �``�•` � R0i"!z"� \!�Joduo u8 8 W8 W8 W W8 •wQo0+t01+00 2+00 3+00 I +00 5+00 +00- 237.95 LF C� 0.65% 8" SDR 26 PVC - + 115.05 LF (� 3.18% 8" SDR 26 PVC I - �, 1- I - - - �� \ SEA J • - SS s� 135 SS S^ 7t • - �^ / _�s- SS 0274 / 0 370.58 LF 00.44% 8' ao - x01 / Z{� ��X� !� r'' 49 I�� s 6 / �x �!\ w \ \ �08 s 10S / •:;ci 1 NEB.•' ��� L ! - -- -- -- %�� L N �\ - -- -�\ '115 `i _- 3 �6 <<9 d y�J \\0 9�L1 110 n/ I�/'sCO•....•gR rn m O1 � J1 \ STA:'0+80 �\ 'vim STA: 3+25.46 STA: 4+00.46 ♦ !J �v �\ ^^ i�L'O \,• O O 0 l0, TT " c++ 6' / TOP: 135.46 / /`� / / TOP: 129.91 1 TOP: 124.52 ♦ � \'� 1 !v + !• J �• Z _ N N v �� U INV: 131.46 ! / 1 NV: 124.61 INV: 120.52 `' 1 pa. �p /, [� d \ I J _1156to O `' �� / �\ \'t� \ I I 4 Z51 -1 !O� /( 121- `S'O S \ 11 �V O o / I II J ~ ^ \ � I �I / J I J �((( � ° ° �,r STq: 3?�GF 1 �O $o 'ao m \ I I I I / / 'p�ti ' ( / dO"� / aim m rn o c96v� \ 'cn iTOp. 9 1)� ®p4Op� <v Ov °° w. N�V +°°N \� ■�I I I l 1 ® / , REVISIONS co I ^ao zp� N J l I 1 I ) I < ■I I I ��/ d6 zoD� En � 3 aoZ ® 0 1 s, / <vy C) \ ' / / III ir o n I I �+ r `7 \ .W + / / o00 O LF) ^ I ' I I �l ( I I / 1111 / l ^��L �00 rn� /�� d' ^ \ / �NV ��4.654� l\\� I ro ss 40 M ON A4A--- A - ;1 0 i I Lq I r I I 1 I / t� \�Q / ® 1 L 6 �'�•�Q �OS cy,(r, A 4q � / � / I 40 / � / J l �? \//l// \ � I � � / �`c,\'y�yJOlt• S' O \ \ I I i� I , 1J / , J / I r 1,(I/I�, 1�„ i • I �� ' y�J 0 a� 1¢ ENDLESS ROAD- HIGHHIGH POINT ELEV = 135.00 *NOTE: CLEANOUTS ONLY BEING SHOWN 0 POINT STA = 1.98 501 R/W (PUBLIC STREET) _ PVI STA = 2+76.98 WHERE THEY CROSS THE WATERLINE M I .-. o I o PVI ELEV = 134.10 A.D. _ -7.17% � = I N o- _N K = 30.00 ROADWAY PROFILE -0+50 TO 10+50 LL^o xx rn CN o �oc" 215' VC ��N M 00N O .U.i pv +^ OOMOfO, 0- �00� O O o .Uo 0 22�M O)�MfM N*Q > O +c0 � M ON �UNH- DO- Mr CN r +�� �F ZZ�Q�?O O�N� OOMNN 0) rrco r � 1 140 tpMZZO I �U» +� O M__F. OONz J 1 1 O U(n HZZ �NM?O +1* O M�ONN - o �� PROJECT NAME 1 NwZZZ UNHZZ IQM>ONNMZ_ Z_ OZ O 000(o Nam^ J U(nHzz I ¢g>> > co �� nn o z z z Q n � N 2 I U o p ~ ri - 00 NOM> >> 0 Lo00 WEST \ -0.84% Ucn�ZZZ �_NN � �No _ n 135 \ _ � N�Zzo_c5��z o r,Q� PVI STA = -0+00 i _ _ 135 HAMPTON / I ~UZZZ NON ELEV = 136.57 U�~--- o� _ _m o O 35.36 2 ® o o N� LOW POINT ELEV = 115.77 PHA S Ell 0.50% 24" RCP \ ,n o LOW POINT STA = 6+25.90 o��_ o= PVI STA = 5+38.92 \ 117.53 Mezzo PAD. 1�23%11 HIGH POINT HIGH POINT STA= 7+7652 A „ZERO LOT LINE" 4" RCP 1 a�> >> PVI STA = 7+92 130 26.00 LF ® N z KKK K = 30.00 130 1.92% 15" RCP 307' VC PVI ELEV = 118.71 A.D. = -5.33% DEVELOPMENT LJ K = 34.24 26.00 LF @ I 20 LF OF DI \ 183' VC 2.42% 24" RCP o� o o CENTERED \ o � UNDER STORM w + + }'n 35.36 LF < >0 V)0 1.41% 24" RCP \ R AD �< 125 00 N 00`� _~ 26.00 LF ® 80,9 - N LO too M o1 125 3.65% 24" RCP 35.36 LF ® N N I M 1 1 1 v PROFILE 2.97% 24" RCP �� �- o I 15 N 1 4" CO 4" COI \\ � I _ � 0 N= o 000N o 1 .U.. _ r`- OOO 237.95 LF ® 0.65% 8" \ +S o Q 1n``� 6 .. ao N= =F °o SDR 26 PVC ' 2S) o "o M o I oN o o- N co d)n r�z z z p of M rn I� C 0 00 n oo nn- N 1 4" CO 900 0 GF \mac o c�i o N o I I v ° te a (6- - N o = Cc) v ^ O x ® G' Ln CN rn � M vv N O o��z z D 1 Q > >>> + ~ •• r` 11 y S P M in t rn N O-- U Z Z Z Z 1 r Z- ao ..�0 g0S yT 2S p +_ 0(0_ o o U0�- - - - -o co n M r` 1 CF c 9 �Gti QL�z � 04 o LO + =Q� > > �Q » co o My ® 3 24' O o +Sri _ °' D z cn o z z z H U p- O .. 120 + 18g8„ s �il� RCp \ ~�zz r" NcoON� °�° -> o- UU)I— z o _ v� 120 �a OR26 p�C c- cn�_ _ C)V) _���zzp ���zz +,no ����- oro-LOW POINT ELEV 114.34 LOW POINT STA 9+81.1 CLIENT F ~ \ -�N�zzz - - _ °'°'�o "�a^�- PVI STA = 10+01.15 FlNISNEO / �v~io? UN�? CC rn�zp ADI ELE7.51%12.19 \ GROUNO r 2. I F v>> K = V.37 312g N�zZ 236' V. GHM GROUP, LLC 115 115 / 42" MIN COVER (WATER) 90.90 LF \ \� ® 1.389; 24" RCP 1 4" CO 26.00 LF ® 7g 70 LF 0 1.579, 24�� RCP - 2.50% LF 0.58% 15" RCP 40 0.50% 15" RCP 64 159.16 LF ® 0.50% 18 RCP 20 LF OF DI �- - 32pED q 3�F ® " RCP UNDER CENTESTORM7670 Raeford Road 110 70.74 LF ® 1.34% 18 110 2E Fayetteville, North Carolina 28304 20 LF OF DI Phone: (910) 221-9901 CENTERED Fax: (910) 826-4546 DOUBLE UNDER STORM N co 30" RCP �'`� 183.20 LF ® 0.45% 8" SDR 26 PVC 00 U+ _ n 223.58 LF 0 0.44% 8" SDR 26 PVC 370.58 LF 0.44% 8" I� X a 147.00 LF ® 0.44% g" DI °°`� PROJECT INFORMATION 105 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND 06+ 105 HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET DESIGNED BY: BEN JOINTS THAT CONFORM TO ASTM C 443 HIGH WATER ELEVATION a 102.37 00 DRAWN BY: BEN N M CHECKED BY: SCOTT N V N PROJECT NUMBER: 583 N N 0 100 100 I• M M I• M 0, o DRAWING SCALE U N � p N LO a0 U7 c0 N N O O N M � M 00 00 C0 M n M • (D CO M c0 N I� M O C2 00 r r� r2 N r2 M r7 r7 M M M M IM M Ih N N N N N N O 117 In O r cD Z HORIZONTAL: 1"=40' U) VERTICAL: 1"=4' w 0 M 9 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 FEBRUARY 25, 2014 N L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M L N C O J 409 Chicago Drive-5uite 112 Fayetteville.North Carolina 28506 Phone:(910)426-6777 Fax:(91o)426-5777 License Number:C-2554 / / /'�/ ♦/ / ���/// // (�13oiwb�+£L pvlb S� TOP: 1C144.8s r-- \ j, m S-HW INV: 110.86 pis_ , I ! 4P ,5711 \\ / / 6£L �- 116 > \ I I 111 / / , I N� N I \ \ ^6 / 1 I S SSMH #8000 / / 50L_UTION�, INC /� ♦ / / \ �j / /114 � N N 3 I 1 ^ ( I) I \ I RIM: 146.59 / ENGWEEziNG SURVEYING BPS coNST2ucnoN LAYOUT �1\l co4o O �Lo m� \( / \ I CI #8262 V)_ i�z 4 0 l HOOD: 144.48 / ♦ / I // �u\ Obl / / _ 8£L \ L£l E5I o / / I INV IN: 13\7.00 1 z N INV OUT. 136.56 N - I #8 326 / HOOD: / O CI #8257 / 1 INV IN: 138.43 / lbl y , (S9- ) 6L'ti0l 1n0 ® 0 1N3W3Sb3 HOOD: 143.28 / �SQ� INV IN: 138.50 (CI #8323) cyS SSMH #8356 lRIM: 146.29 �IIIIIIII/ (LI-HW) tig/ i \ / // 1 ("-HW) ZZ,0, NI ^NI Nu 30bN1b�0 3\BbI�y^ - INV IN. 137�48�� RGSp/ INV OUT: 138.24 �Cp \�`N CiA/2� 90l 1 1/ 2+32• (tiS- ) ti8 1'OL NI / v7 3 \ 6 CI #8269 / x / ♦ '� (61 HW) 1'9' n0 ANI \_ I HW) OS LOL nNl 2 -16+1 �� d' HOOD: 142.74 / pc ``� �• •......•• �/ -1 901 NI nN 11+23.71 PH �_ NI AN / 2.2 7 �'o ♦ O .•• Ess/ ••. 4- l6' ll'9ll WI21 `STOP: 117.86 12+06. \ �� b �6Lll W121 / /11 I It \� 2" Bp �1 _\O+pO 0+0 .0 INV IN: 136.21 MH-47 / =��0`C �jli••`y i S 9Z'69+0L 112.86 " 2 -N (doao S 9'9S+Z yl 2+35.6 \ TIE TO GV INV OUT: 135.96 STA 2+80.38 2.46 L �MH-48 1/2" CT b1S INV: 8_ GV + - -- - -- -- 0_301SNI) 91_ S/ 2., -- 15+4p 2--- -- U 0+0 \ RIM 140.11 / STA 3+88.74 5.97 L ERB = SEA Z Ilk V �1pk62op 11+gg 2 O HW BV 8„ GV 8= ` NV IN 128.80 (MH-48) y R�Q 5c RIM 141.94 �%1p • 02 4 F• 115' C3 8"X2" TS INV OUT 128.70 (MH-46) NV OUT 129.28 (MFi-47)oq / - 2 (OP' 111/ w a # 139. LAT INV IN 129.37 i LAT INV IN 129.95 f CI 8323 . �NJ W8 W8 W8 W8 W8 W8 \ 31 r IlL00 HOOD: 139.68 : •,�1� x I 13+00 14+00 15+00� 16+OC1 17.22 g A CI #8300 / �� HOOD: 1438.8 •.•G I NE .•v_ lJ1 - - - _ - ST 6 LF ^ro \ INV I. 129.88 HOOD: 141.19 / INV OUT: 138.89 ///'is ••""•• �A la 00 - -� 240.00 LF ® 0.31% 12" SDR 26 PVC I- - I �- - A: 0+06 w ® 0. sa // CO 8 \ 115.95 LF ® 0.45% 8" SDR 26 PVC � SS SS SS S 2+45.6 • V N: O8 /• TOP: 144. 01 45q, 8„ IN I 136 /// p+04 - 8 CROSS 14+,167.00 LF ® 3.46% 8" SDR 26 PVC -r INV• 136.65 / S0R 26 INV OUT: 135.92 P�IC �k //11111111� • 2" 0 PLU /TqP 2„ / 8„ \ I � � / w PVC SS _-- - -__- So 26 \\l� / y O G UV 1 2" / U�Z�1 eV � ERB S �\ 45% $ 8!55.6 -- HW) 00'lll \ �\ C� TOP: °+g8 4 w /- 2'�00 �F 0 S� .50- +p6.09.(9L HW) 6S'SOl C « GV / / 1n0 nN __ lNV 147 s ° a"RCP a SS 1p5 0 OQ 1n0 /1NI / \ / \ d 00' \ �\\\� STA; 1111�11 (6S-HW) 00'lll _ S ZZ'til+glib Ib -\\ I I �Z / HOOD#840.88 �� �� +00 � /�O5c; F�Iw / 9$ 113.11 (8l-HW NI ^NI \ v lS �`� \ INV IN: 13" - W x°p�1 , 139 INV: ) ZO'90l NI AN Q' \ _� W �:F m ) S9-HW \ \ INV OUT: \ �P• k0 55 a 00•S BS*OZI WIZI \ J m A �i III TOP. I+6�26 �_ y -W g(pP. gyp. (dOdO 3 Z LO+ZL V.LS O i / \ _ \ J �6 i 3g \� /N V. �3 0.25 �N . REVISIONS 117 _ _ 01SNI) el U N .\ 3�2 SDMH-91 SDMH-93 \ / ' A f` HW m I 120 \ \ �II \ �� -7 �- � 37 �\ SDMH=94 Y � I o 0 0 / 135- \ \ 9 -/- TTA' 2+28. STA: 3+36p5 W C) z� I J 0_ \ OP• 68 o / W 90L LOL m u?o l0 �� �- \ \ /j INV.' 13 0.6g STA: 2+83.27_ �N�; 131.31 h +^ \ - o r O I w w l I \ -\\J \ I �j / 2.53 \ TOP: 140.99 �- 1 gg \ I y� NV: 131.20 �S �> \- 1 N3W N n+ ££l 35 ~� I CI #8290 C) o o z 3SV3 > N M Q -� _� I I HOOD: 139.48 3a \' I ro0 Ln N 118 - 30VNIb�O ,OZ voNoz a> \� --� \ I V 1 �a o z INV IN: 129.12 (CI 8289) / N 4 �6 INV IN: 131.11 (CI 8275) -13 t-r . INN 132 �_� ` '3s \136INV OUT: 129.00 / / / a 66-IQ� Z£-IJ N 31 8 \ /32 4 / b� N� -10 OOl-IQ I I I �Zn00j \ �� 733 F\ES-92 41\ I III ti I III I I I I -\�\ 37ENDLESS ROAD WOODSPRING DRIVE EXISTING *NOTE: CLEANOUTS ONLY BEING SHOWN " 50' R/W (PUBLIC STREET) WHERE THEY CROSS THE WATERLINE 50' R/W (PUBLIC STREET) ROADWAY PROFILE 10+50 TO 16+50 ROADWAY PROFILE -0+50 TO 5+00 z z 140 140 160 160 PROJECT NAME WEST 135 135 155 155 HAMPTON HIGH POINT ELEV = 121.62 HIGH POINT STA = 7.42 49 PHASE 11 PVI STA = 12+67.42 PVI ELEV = 123.90 LOW POINT ELEV = 117.43 M,o A.D. _ -7.85% N n K = 30.00 LOW POINT STA = 12.32 3 J 00 00 A "ZERO LOT LINE" PVI STA = 15+12.32 130 236' VC PVI ELEV = 115.43 130 150 c° v A.D. = 7.18% v� 150 K 2 3VC Q 00 �00 DEVELOPMENT 223 VC ,n am (0 _, = o o od N I- 00 _ N c0 co M c0 00 00 Q J 00 � r7 + O � � I �_ 00 �� vi - �� tzo ENDLESS ROAD & 0_ u7 � -v N N O� N Q^ Up 00 N 0000 cD _ �� J 00 J �= M �-'� r- UNHZZ - _ N 00 LL ._. c0 v + �_ n ai � v N O M O F 125 o _ o N - = 125 145 ao00 oo�� 00 o 04 o� o- 145 N O �� ,�j J 00^ N 0 M I�00 �p ��OD_ ��� - -oz '' WOODSPRING +�o �� 0 D � � co= rn I v ���_ II II +o � �Nr°'izz n of 00 �M�zO =F�>Q / No O I I I r` v +�F Q > N �Z - -- N O�N�- 00 -o �(nOZJ _ �zzo o = _ _� a M Cq (0-__ V) _j <� Q zz ow +o�D> ��» - DRIVE EXISTING O O ��� (n J _ Q » HUZ Z CAOcO I� Z Z r I a�> > > O� p,j N 00N O W � � HU UNH- - 00 H �N ZUZ U(n F-- I NO'ZZZ, ^ O ON � I Q UV)H?Z N 4no �» j x EXISTING GROUND o . INS ,� O �- � g��z a `�� � �Q�o =�-zzQ O) 2 ��n 4 Ui� N � ~ HU> �(n 0_--J L6 �� - +r'- ON^ r- 0 ���_ - PROFILE � -- - \ N�zzzp +�� I �Uzz GROUND CN COo - ' � � I Qg» » 00���p �N�- - \ - 120 +�o - FNI ,3 46 U)FZ �> �2% 120 140 - _ - - _ EXISTING 140 +m O 42" MIN COVER (WATER) SNF\q� Fj cn�? �' • - - - Q�> GRO�No MV)�ZZ� �1,0% / 1 �` -// 8" C900 WATER LINE \ - GHM GROUP, LLC 115 HIGH WATER ELEVATION 26.00 LF ® 115 135 C900 WATER MAIN 0.77% 15" RCP EXISTING 8' 135 113.16' N N M 36" RCP 72 LF OF IR _ o N N PIPE BETWEEN GV 4" COI 4" CO , U)0) + N= AND BO 4" CO + N -Q 7670 Raeford Road 4" CO iu= O Q v~i PAC IN N 4" COI 4" CO 4" COI 4" CO 110 X F� 26 110 130 105.97 LF ® 0.45% 8" SDR 26 PVC 130 Fayetteville, North Carolina 28304 SpR + 4" CO LF ® 3 8 m F 317.96 LF m 0.45% 8" SDR 26 PVC Phone: (910) 221-9901 Fax: (910) 826 4546 16�p0 115.95 LF ® 0.45% 8" SDR 26 PVC 240.00 LF ® 0.31% 12" SDR 26 PVC 20 LF OF DI ;�' PROJECT INFORMATION CENTERED UNDER STORM 00 v~i 105 U) 00 105 125 125 > _ DESIGNED BY: BEN Q0 a ~00 N DRAWN BY: BEN a M NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND CHECKED BY: SCOTT N HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET b JOINTS THAT CONFORM TO ASTM C 443 Cl! PROJECT NUMBER: 583 N N 0 100 100 120 120 o- N DRAWING SCALE U N � d O u r O M CO M 00 N M 00 O CO O • I O p N N m aj � O r N O rn 6 O 3 (D N 00 N N N N N N N O Z HORIZONTAL: 1"=40' W VERTICAL: 1"=4' 0 M 11+00 12+00 13+00 14+00 15+00 16+00 0+00 1+00 2+00 3+00 4+00 5+00 GRAPHIC SCALE DATE RELEASED J v 40 0 20 40 80 160 FEBRUARY 25, 2014 N L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M L N C O J 409 Chicago Drive-.5uife 112 FayetteviLLe,North Carolina 28506 Fax(910)4 6577 \\\\\\ � \ �\�,\OJT\.- i � � � /� � i �\�/` � co \( ■��r� � /�\ /y � > � O y�J License Number:C-235L1 \\\� >\ / 4p ,51TL >\ �5OLUTIO� C Oro \> ` \ �( \ SSL / ,y 1�p / EN4WEEziNG surzVEYiN� GPs caNSTrzucTioN LAYOUT 9 Orz Iro N \ \ Iao / � J /5 \ 1 \ .0000 CP, \ \ D c�F, `Q g$ �� �y\�\ol �$0 �,LOII "ern >�■ ■ ■ �ti ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ �`■ ■ � ■ ■ � \ /- 4<, NCNG�GAS STA: o+74.55 �\V F P J I `LL ` � � cL.TOP: 119.56 \ � p \6 O� \1 1 \� 1J L GAS EASEMENT' v h \NV: 115.56 JP \ Z o 5C 1 1 OFj. �O �i yX 06 6rO 5 -� GAS / c J -GAS r -- �'n `��' DI SVCQxti `L \� \� 10 \ �` 1�'0�`' D�s No®I n �/ ZQ o �� ham'O v � i STA: 9+94.03\ \ I 0^ p S EASEMENT � TOP: 107.05��QJ STA: 1+40.90 \C\ O` ��J OJ S _ / C I O < Z Q =J --�- q0 / q1 - NV: 103.46 R 26 pVC O • (GSS/ ••. �fi i� TOP: 118.36 r o k2� SD ♦ F YY INV: 114.36 Z N; N m Q 2 1 N cb Sj P'• �p�• F ® 0.25% / •• ^° � �o `V o - o�i o \ �� jcP �03�1/ 117.91 SS OX9) = 4 SEA < ' _ �- W ni- \N l' 2'' 6 \ - o o o.o \ DI ZM 9p I ' 027 G Crj� 173.35 LF ® 0.25% 12" SDR 26 PVC / 06 o=J\ f ' 70 , @ p.25% �� ��` ������ 0 5 �� g7.18 LF S� - ZM 179.90 LF It ® 3.11% 8" SDR 26 PVC 132.00 LF ® 0.25% 12" DI \� /� ' "' V SS SS 89.07 LF ® 0.46% 8" SDR 26 PVC / � p 30% I IC'� �a 0+0 1+00 + S 9 • 07.7 w ul C • o S SS 'ST'0� S O SS - 99 s �=2 y i� �/ N •••�' ��� - - I wv 6GJ -1 - /2"S° -7 P -I - - - - - +� - _ 2 <F ® \.` 9 • ZM 7°� / ''/i;C�rT �����. W2 W \W'9�N \ OR l O W8 W8 2gy s k Q // Z ov X�0 J �_ W8 T / W8 SS 12'S TT9' 9L� i 2 O 1 _ OR_2 A. aX H� 1 Lj _ o 0 ,1 `1 ^` 6�' S --- - -- -- -- ^�Ory _ \6 PAC � '0 �3 (zl� i N N U`� . L - / ! k� 05 -- DI SVC DI SVC DI SVC DI SVC �` J�86 (p y� [Z d!1' ^ STA: 1+55.90 `L (',9 (� STA: 4+18.18 STA: 4+70.69- STA: 5+05.69 y srA: s+so o \ >< • s L J cyp cy� TOP: 118.13 I Q \ l $ TOP: 109.97 TOP: 109.66- TOP: 109.48 TOP: 109.26 O q J Z Z I N O 112.20 0 ` , = U o 9 \ Z .oL 0 l p� NV: 104.84 NV: 104.70 NV: 104.60 NV: 104.48 ^W J �b S p 9 ( �� ?- O' 9 N. G �" G, \ \ 1 OXti 00 _- 0+64 90� �P\���� I 1 c� o o IL o REVISIONS sj N. �19 65 O F \ 1 �� W h z Q o CID LL"6 1 AV''�Sb �P5 a I J�'\ xev \� Z\� o�s9 \♦ �P L�.y / � / `1 5�P �P� ✓ i1 o 10 / _i� Q t� o� Q� o 3 / ILn I 0 G� \�� \�� �� - �_ 'I 7 J o^ �I O 720- V I OAP° \ 70 �05 \�sAG ��SP 8 oyW\ // o� / / // ■ �i/ \ I 2 I ���2 h ` (� yWJzn�p �� _105 J / 1j /- I I � �•. . o a z 1 �� 1 \ eo no ��� F ��an \ (-`7o q,.09-z \� s� CINDER CREEK �c �°moo NAB *NOTE: CLEANOU TS ARE BEING SHOWN WHERE THEY CROSS THE WATERLINE 501 R/W (PUBLIC STREET) WITH A SOLID ELLIPSE AND WHERE THEY � CROSS THE STORM WITH A DASHED ELLIPSE ROADWAY PROFILE -0+50 TO 11 +00 130 130 PROJECT NAME I I � o L, 00 � �� 04 WEST + N +(6O O F O O J N= N p� 1�000 n�ZZp Q II ��� M �� M I) OMV 1 FM»> 125 > o; 1 oN -0- o cn�Zzz 125 HAMPTON U) w 00 O 0].i O O N O O o-- �_ w �o z v� N °'o rn ro O O^ rn rn LOW POINT ELEV = 110.14 iA 00 � o'�� 0 a'N o o °' °' LOW POINT STA = 4+35.31 PHASE II o�z Z r;N't +� x +� o N N PVI STA = 3+62.26 N _o- a,^� �I`�zo ���zzzo PVI ELEV = 110.50 o+00z �- - - - -I)Q�» Q 11 II 11 II �� :2 V)EK� - � O1 _o �U 1 �c�» » I A.D. = 4.87% �N�zZ '���zzzz a K = 30.00 A "ZERO LOT LINE" -ju N z z N w V) _ 0 146' VC 120 \ a w w 0a o� 120 \ J N = oNLqO�Zo 00 �� DEVELOPMENT 0 r` v M O \ 1 HU> > c0M O cOv a U V)H Z Z_ N (0 4 O M 0 0 0) to +�_ ~ 00 J x J CINDER CREEK x I 112.99 LF ® 1.509, RCP \ S3) T' �zo �6coo o o 0 ^� r7 115 _ \ 2N0 ZZ � + =O OM m OM vOU O I U J 1 x c0 � c0 _N J 12 _ J ^N I\ r•l Z M 00_ O 00 I ca _ a a v� ., ; _ x _ 115 PROFILE I �U>> r�r» O N o x� o I v J I x "� I O I rn x�� I co Z Z N O N�� m O ^ O g to x (0 U N H- +d^~ O M O a! to'CO) m r`M 00 - Kl O) O v O I v J I x N O �_ O M O N V) CO�^?O Lo O 0 N�0 0� O '�O LO N 00 0) c6 `- rl M'I - O x M M Kl I U N O O I O w 00 00 00 a)M� � N� N Mi:z 04 r,,,) ^ vvv M CV- M 6- 2 R21 =��>> Ta�> +oi co°'�� r;�r)= o a,N r� r ^ 000 �,n o �� MO M N o+ o 4" CO%i SD Q U N - O 0 0O LO� - N O �a CV o�N M O r WATER LINE �N�zz �Uz Ln�ozz0 +00 o o ai�o� Lq� O N r� = N c0rn= ao o�No =z _00 = Q4" CO \ I< > >> �coozo +o=O - +00 D moo ooa = �0)NO +^� rn O000 +r;=�> Mco II II �r`�ZO �HU>O OI 000z= �OOOZO bi ��O~ 0��00 N00o OZO Oc�Ooj ~ > Ucn�ZZZ o I > rn04 I a °' S8.7 LF 051% 36" �cn�?? �N�z z x��» c°a » I ^z c�cn�? rn o N w 9. 4" CO 110 00 3.17q 8.. L ® 0. 2, 36" RCP �N�zZ T�U» > ~�zz o 110 + s0 CF ® RCP 73.16 F FINISHED GROUND C N Ez z c�c~n z z x<M> > a I a�>>_> ca OZ ZO MV)EZZJ (0-pz UN�z zz UNH-- �N N SCR 26 P 40.64 LF ® \ O 242.46 LF ® 0.58% 36" RCP ('0.50% CLIENT �C 3.20% 30" RCP \ �TFR G/ - - / 48 LF OF DI 42" MIN COVER (WATER) 76.00 LF CENTERED 20 LF OF DI , 42„ G H M GROUP L LC _ CENTERED _ EXISTING GROUND- - - - _ OVER SEWER \ RCP _ _ � � - - � ' - - OVER SEWER _ _ 95.27 LF 0 0.50% 42" RCP 26.00 LF 07 F ® 0.46% 8" SDR 26 PVC 101.10 LF ® 0.30% 12" SDR 26 PVC - -' 103.27 LF ® 0.50% 42" RCP 1.15% 15" RCP i _ 3 107.77 LF ® 0.50% 42" RCP 105 4' CO 305.35 LF ® 0.25% 12' 88.25 LF ® 0.59% 105 N 20 LF OF DI f� �i 4" CO R 4" CO � 99.92 LF ® 0.25% 12" SDR 26 PVC � • 42" RCP 99.53 LF ® 0.25% 12' SDR 26 PVC 97.18 LF 0 0.25% 12" DI rn N rn CENTERED 4 CO 117.91 LF ® 0.25% 12" SDR 26 PVC N 0 M OVER SEWER + U + + >N- N >N 0.73% 15" RCP C14m N o N °�~ 20 LF OF D177 2" SDR21 WATER LINE HIGH WATER ELEVATION CENTERED _ 7670 Raeford Road 102.37' UNDER STORM 100 NIA 100 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 � Q� V) ~r, >� Fax: (910) 826-4546 o Qo m V)N J V~j ~ a� N V) O+ + (O m X< < N PROJECT INFORMATION NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND 95 HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET I� 95 JOINTS THAT CONFORM TO ASTM C 443 + > DESIGNED BY: BEN o N DRAWN BY: BEN CHECKED BY: SCOTT a _M PROJECT NUMBER: 583 N 0 90 90 M �, 't � DRAWING SCALE U N to O O O rLq 00 � p Op Iq U) r- M M O N Op � U0 O M M O ro Op U) 00 MCn o N o co r o r r 0 0 Lr)0 0 of 0 co 0 0 0 00 0 0 0 U 0 0 0 HORIZONTAL: 1 -40 3 N N O) N 6 N ^ N O O O O 0 o O O O O O O O O O O O O O O O O O O O O O O O O O „ o Z w VERTICAL: 1"=4' 0 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 APRIL 30, 2014 L a o 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M N N L N C-5 , 3 C o J 409 Chicago Drive-5uite 112 Fayetteville,North Carolina 28506 Fax(9l°)1426-5777 \ \ ��' �. . ' 6 d, \ ` / ' I I I I I 1 I � / License Number:C-2354IUIA \\\ CO 4p 5711 -- \ \ \ �,I\Sl'O�o0y'\�L\\`0\�L4\x c t\���Jd�5/C\`o(\nro�ornZ' .a - �oE � \ �yO��d \\\V� \\\\ \ \ \\\ � �• / `1 iop SVi.a..i, z (`\. 5�O- �II' OMOcz 0QNuaci�� I JI\ \I I\\ \ I\ �5 O`U ION,5, I V O 132 O U1 CCD- LNQNLLP ION 4 J C LYOJT N NN NaCq -10 >co z OOGO N M CQ4 Uj N 7 O� 0 Wd O_ N a O 00M Ni ✓ r NOVP285,+8T3 00 91 o + Cl) r )24.� O-8 , o0 /\rj /\�✓� �_ ' 13g ��\d O�c�O \ ��g 0 N co' \w /a I a o>z< C,A R0 N zoa, ,o°' � ; ..., •! / •.15 STA oSTA: 5 Q%•• FE / NTOP: 135.39 TOP: 133.93 130 �i �j i \ INV: 128.39 INV: 126.93 N O W � L o c+> Y•• v x56G1� /\`� - 4 \ I a�>> / I� �� NJ < o -= >k = • 4 SEA 00 L ��13 _ , / _�- M cd•co r N cP ri IL O �Nm cor 1 ) �m rn o�� 0274 \ x NO rn W2 2 W2 W2 -2 W2 - x ..> Mrn00) +0 1+00 +0� � \ 1 -0+2 +-fL'M 1 90.09 �/ ••...N..•• `�� —I —s-��� \ — e NMN _ O \\ 1 >� OAd .8 • N O• �SS 1 SS S l yap U)� Oti 9J .\� 198.52 LF ® 0.45% 8" SDR 26 PVC a 8"g4 CF W2 \ /'lC�� qd 1 N ydC1\ I IRA - 36�_ _ -_ ku SDR 2 9, STA: 0+90- a= STA: 1+60 �\ 8 p�C 14CTOP: 135.70 TOP: 136.01` r o LO O CO INV: 131.70 INV: 132.01 \ \ro• I LO; No6 ? m / Sx„ 00 W \ti � titi 26 I z N� @ M�z o F/ ( REVISIONS 16 �y\ \c' I\yp �\��,� f � �? _0 \ -Q 13 Wa OCd mZ -0 �PJ5 " 7oroo N I <d> U • ° \ \yd \ \ />W / ro�oryh / I I \\ �� CC) 1 ' 'Qz a 3 d \ `titiNti �ti� /�'9 \r�O��\� 7v I M Fo J L roS \\�\y��\ 'o N W �02 00 Mn I I \ \ \ \ I \ \ \ / /n . �I / 1 / / f / / ■ ■ cwD NAD BB(MSRS 8D07) Nc SOFTHILL COURT- *NOTE: CLEANOUTS ARE BEING SHOWN HALFBREAK COURT- WHERE THEY CROSS THE WATERLINE 50' R/W (PUBLIC STREET) WITH A SOLID ELLIPSE AND WHERE THEY 50' R/W (PUBLIC STREET) CROSS THE STORM WITH A DASHED ELLIPSE ROADWAY PROFILE -0+50 TO 3+50 ROADWAY PROFILE -0+50 TO 2+00 155 155 155 155 PROJECT NAME WEST 150 150 150 150 HAMPTON � I Of C, PHASE II (0 1,�,0) 1 � o U�(00)�2 0 HIGH POINT ELEV = 135.81 + Cq 0+M=D A "ZERO LOT LINE" 145 HIGH POINT STA = 1+38.36 145 145 0 °°—�Q—z-0 145 PVI STA = 1+17.77 II �N�zz PVI ELEV = 136.60 < 11 DEVELOPMENT A.D. _ -4.79% < > K = 30.00 W J MMN N 144' VC N a,ri > w of (O U � \ CINDER CREE K M N N O) � _ CO- ri �140 �Z0 O rn o N = N 140 140 140 o co � v N covN O SOFTHILL COURT, � ,-F O O + -2.00.— � 0 O p>- -EXS N N�+ N'yZto NN cc) cc) u7 N � M apN UD � Z< >-r M0 — �Z F - N II II>J ) 4N -O Zz co HALFBREAK ndZ Z Z H \ Z^ M NNOZ Ww, NZ = mM w»> 1 < >~ -0 = -E < a � 4/N 4V COURT PROFILEczzz v ? FINISHED GROUND 135 Nc G FQ 135 135 ROU�o oo�Q :2135 o 3 o MZ CLIENT 2 0°9, 42" MIN COVER (WATER) I ,'~\ 0) O1 ^ /��� �- �) or�Z w0 — `� \^ 2S9 too�> a .�+ n 2" SDI WATER LINE ���0 o o± Ln 103.13 LF ® 0.48% 15" RCP =��>Q - o 11 N GHM GROUP, LLC 4 O N 130 179.12 LF ® 0.78% 15 :CP 130 42" MIN COVER\\ �~0 ? 130 130 I +���' co (WATER) \ rn -O> w v>o 2 I < >o J X�>O 2 DON 0] 26.00 LF 3.65% 24" RCP F' 7670 Raeford Road 125 4" co 125 125 125 Fayetteville, North Carolina 28304 0 N Phone: (910) 221-9901 0 4" co + Fax: (910) 826-4546 O + O I"-) >O M < 4" CO o m 04 N 198.52 LF ® 0.45% 8" SDR 26 PVC N U) 263�8 I a..S0/F® X N I 55.64 LF ® 0.45% R 26 p 4j9 PROJECT INFORMATION 120 8" SDR 26 PVC 120 120 �c • 120 DESIGNED BY: BEN a DRAWN BY: BEN a o± CHECKED BY: SCOTT 00< N N PROJECT NUMBER: 583 M 7 0 115 115 115 115 DRAWING SCALE U 00 to N L M N r 00 N 00 N N (0rn M 00 LO w � u7 N � r7 M r 00 � CJ 00 3 M r2 M r7 M M M r7 M '2 ro r2 n r2 n M PO N N n Z HORIZONTAL: 1 =40 Lu VERTICAL: 1"=4' w 0 M 0+00 1+00 2+00 3+00 0+00 1+00 2+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 APRIL 30, 2014 N t6 L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. —5 , 4 0 L N C O J 409 Chicago Drive-.5uife 112 FayetteviLLe,North Carolina 28506 Ar Cja,NAD 8, Phone:(910)426-6777 2ooy� Fax:(910)426-5777 License Number:C-2354 \ I O � a o \ \ D nl 0 / ) I \ I I I I I ciC 4p JTGN m n J co n 1 OU) 12p uTIO N�, INC _0 C J. � V) `'J ALN4NLLPING A s)UZVEYN��GPn�caNSTZUCTION LAYauTA m0 Q 0 Z _0 00 LU mo_- l I I I 1 - 130 1 \ 1 �O m� I 3 ® I I I _�co J N / �� 1 \ _gym \ \ \ N CO J \ ZO NN \ 1 �d I IZO \ �� Ln �0 \ 4%/11.25° BEND STA: 1+71.64 O O 2%/11.25° BEND O ^ 2%/11.25°BEND\ STA: 4+81.64 STA: 5+56.64 STA: 6+31.64 STA: 7+06.64 6%/11.25' BEND 6%/11.25° BEND _ M- rn CO STA: 9+47.36 W �� °•• $$ •. / ��I STA: 1+01.98 TOP: 114.85 / Id+= STA: 3+36.64 O c) 0 n STA: 4+11.64 TOP: 118.55 TOP: 119.99 TOP: 122.19 TOP: 125.47 I STA: 7+81.64 STA: 8+56.64 `- +X TOP: 137.97 = ��=O:•0�� /�/�i TOP: 114.39 I TOP: 117.26 C I O TOP: 117.39 ( TOP: 129.36 1 _ TOP: 133.26 - O= NV: 133.30 ' 'Q� Y ' NV: 108.59 cp C 1 NV: 112.40 NV: 113.80 NV: 115.58 NV: 118.99 -- -- - ny�� - INV: 128.13 +- -- 'NV: 110.19 IN 111.69 N INV. 112.40 - INV: 125.17 -- - -� -- - ---m-r - -- -- - -- -- -- -- -- -- -- � -- o w _ SEA = ."' N U27 ZM V � WR Ws Ws Ws Ws - Ws 8 - Ws - Ws 18 - :�t��j,N •' �': 1+p0 - 1 2+00 3+o 4+00 - 5+00 + 0 - 7+00 - 8+00 + ij ••....... ••' ♦♦� 260.00 LF ® 0.92% 8" SDR 26 PVC T I - -I - O // SC �� ♦♦♦ / 151.17 LF ® 0.24% 12" SDR 26 PVC SS SS SS • Al i SS ss -�> • SS SS SS S SS • SS + //�/ ��I�I������`` ' _+ m N N , 369.00 LF ® 3.94% 8" SDR 26 PVC r` I 108.44 LF 03.53% 8' \ NN cowd0Qa Lnc� \I �O Q +e - - - �co Q -- --� U 1' N O - --_c7 - - -- -- -- -� - _- -- -- m ~ STA: 1+66.64 + �10%/11.25° BEND j `t y cv; C9 / p STA: 4+06.64 STA: 4+76.64 STA: 5+51.64 U STA: 6+26.64 STA: 7+01.64 STA: 8+01.64 C N /� p /. STA: 3+31.64 \ W I O N (� ' 0 � S�QJ TOP: 114.71 ap �� � TOP: 117.30 N I TOP: 116.76 TOP: 118.46 TOP: 119.88 I TOP: 122.01 TOP: 125.22 / TOP: 130.40 � I) r W NV: 110.71 3 d INV: 112.76 INV: 114.46 INV: 115.88 INV: 118.01 INV: 121.22 INV: 125.36 1 1 O n� 1 rLro / I \ (/� I N V: 113.15 I O \ 1 1 U I Z Z Z �N � \ Q �<ZZ�70� O / O / / I \ \ wv d I _J Z22 O z - - n I +19 _ <«y= N cn O C z zw Q,�„ = REVISIONS 1 I- fC < ti2 C ZZ;N O -� I r- I �\ 1 m - - 4+ Cn CU -i Z N C) Z) N Z O _ I _ V+ O / C cn cn / M 0 p N(N Ca < -�?W+ � OOcn io'ImCn / < I I -+ N+ -p 0 cn d -NPO) :1'Cb� Q z� oia,o l u'�w, 0 n and \ o�W°' I 1 I \ \ - < � U1WC4 -N o�i�00 o^^o v a I \ to- \ O o0 \ \ 1 40 cn �� I I 5'( 464 �° -. v'_ I p / o o O-� �n O N W \/ (� =2 00 - / D• / �I I SOP: �O9 O cb 12== O Z' O o o 3 > 2 I 1 O �5 N, co 2 1 1 1 00 L0 I cn oMm l N r cn�= 0 1 rn cn �p > \ cn� I I = 1 0 l / o u,�cn n += / 2 I v V Cn�V'�� m 3 0 I D 1 �7 \ I r'w 126 ® J 10�O N I I I W.I. -- N N I \ \ ' I ^^�, J 00 \ Cn \fin OLD MAPLE *NOTE. CLEANOUTS ARE BEING SHOWN WHELINE 501 R/W (PUBLIC STREET) WITH RA SOLID E THEY CELOLIPSESS HAND WHERE THEY ROADWAY PROFILE -0+50 TO 9+50 CROSS THE STORM WITH A DASHED ELLIPSE 0000 J Q^N O O� = O N N 00 = =� O U _L O) o o o, _ 140 PROJECT NAME 140 m� �� �moo 60MN N O�� F ^ +M j _+�Z_ ZO w N U)�-ZZ 0 W M O i. O v N =Haf»> 1 ~UZZZ O J ^N 1 MN�Z Z Z'U(n F_ __ ^ � �_ � � WEST O O 1 1 0 o N "2 v v o / 9°�° ^rn^ rn oocoo 51 135 N��? O NN / 135 HAMPTON NFzN00O? ?0 / 51.00 LF LOW POINT ELEV = 119.31 I <�> > >,-, 0.49% 15" RCP LOW POINT STA = 5+37.53 �N�z z z PHASE PVI STA = 6+25.03 11 PVI ELEV = 120.95 A.D. = 3.33% / K = 52.56 �GP A "ZERO LOT LINE" 175' VC / 60°�°�5 4" CO 130 LOW POINT ELEV = 116.87 / 5 130 LOW POINT ELEV = 113.95 20 LF OF DI o DEVELOPMENT LOW POINT STA = 3+66.58 / \F CENTERED LOW POINT STA = 1+02.05 PVI STA = 3+84.98 5� UNDER STORM q PVI STA = 1+57.05 PVI ELEV = 116.47 c� 0 '5' ° PVI A.D ELEV 3.52%29 0 N 1; /- 26.00 LF ® I 1oa Ao LR 6 PVC A.D. = 2.87% K = 31.27 K = 42.98 o 0 J ^o cl 3.85% 15" RCP 0 8 110' VC 124' VC o 0o N r)v / o SO _ _ __ 0 7 vi vv� » OLD MAPLE Lcl U) O I NNE p OU7� / OQ 125 _ - PROFILE J O Ol N- n J ^ = 0 U1F- n O)U) H 1 c0 0 M N J N I + 0 4" CO ao cn 125 O N QO I� O ^ � O N M I N I 0 =.� 0LON= N NOO� OVN� - - - N O I I I U O �U.. M c0 0� (02 0 1 1 U O N- O g M O O�tO� �F GR X v O I v 0 Q +O m U� + o = _ _ vi r7 v o°' I <c Z> N U7 NZ Z y\jN� RGP 20 LF OF DI o0 moos N ,ri ���0 m o0" o 00) c�cn�_ NQ % o °15 CENTERED I� l!l l!l O- N I O CO 0 0 I r M O I F 0> >> �N 1�% O U) II OOM � O� O O c0 ZZZ O 4• ri�oN �i� II �nor��ri ��NN� o i v Nei m�� - - - - - Ucn�_ _�' E� GR ® UNDER STORM Q > �� UiUi� �Oo� �� r-io� ��r7� +Od�o \SN 0 \ _co +co +coo ~ w 0 rn 0 0 0 + ~ N m rn ,0 Ln z 0 F\N 2q 5 0 J N UJN�Z Z Z 0 ONE N J H n(DZ Z = QO +0p I - Z Q U) 1 ^ - - - 00 �0 w +^� � �_ - -0 U) NN nZ =Q�» I Q » » I Q > 5 N�ZZZ0 1 Q » > 6 N � O / �No_ZZ U)M UNHZZZZ UNHZ d 1 QM» » NHZZZ cfl W�� I ~0 O M Uj� U)- _ V) z z z n,2 O In H-- 120 + J N0 U-)cO = �U� v'm- - -- "'^?o r \N� 120 O r�i ,� I V) Mo m 00 O rn I Q > > / FZ 0jN000 ao rn _ N�zz *01 II O a - - - 1.86% co CLIENT Q II N +rri 0) m o^ 00 i-2.p 26.00 LF ® S G9 26 P`IC9 O ,n o^z z 2• 09, - 01 0.58% 15" RCP pR � �'U� 1 <o> > +'� I__> 1�% 8 S w CL a^zo c�N�zzcO��zOz /� 1.66% 18" RCP �94% <�_Z N�z ZJ 195.7s LF ® 6 0� �F ® GHM GROUP, LLC 1n~ 42" MIN COVER (WATER) 4" CO 9 115 \ - - - J/ � 0 LF OF DI HIGH WATER ELEVATION 0.61% 152.94 LF ® 0.49% 36" RCP CENTERED 113.36' UNDER STORM 1 79% 36" RCP 26.00 LF 20 LF OF DI 30.16 LF ® 4" CO p 117.52 LF ® 0.96% 15" RCP CENTERED / UNDER STORM 0.66% 24" RCP 9o.97 LF ® 0.99% 36 RCP 0 4" CO 2" SDR21 WATER LINE 110 \� 2so.00 'LF ® o°92% Faye Raeford Road 8" SDR 26 PVC � 4" co 110 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 4" co Fax: (910) 826-4546 n 4 CO 0 m U) Nm 134.48 LF ® 0.24% 12" SDR 26 PVC ' 4" CO 151.17 LF ® 0.24% 12" SDR 26 PVC F PROJECT INFORMATION 105 >N UN m m�� NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND 105 Mo N 1n 00 d W � HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET DESIGNED BY: BEN + JOINTS THAT CONFORM TO ASTM C 443 Q 00 0 Na DRAWN BY: BEN N m� O N 00 N CHECKED BY: SCOTT N PROJECT NUMBER: 583 M L6 0 100 100 M 00 o M o 0 N K) M DRAWING SCALE 7 M ro co rn - N O 00 rn M M 7 � m o r m n co m m o m = r 0 o m r N r r ri co co 00 o rn M M r7 O r r O r r N C N � cV O N N N I� O N U7 N N N N N r2 v) r7 M "' rn HORIZONTAL: 1"=40' Z uj VERTICAL: 1"=4' w 0 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 APRIL 30, 2014 N t° L a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M L N C C-5 , 5 J 409 Chicago Drive-.Suite 112 Fayetteville•North Carolina 28506 Fax:(91091 426 5777 � - • / I o License Number:C-2354 4r) 5711 �5OLUTION J/-, �5, INC EN'� Q�N�NEEG SURVE � �p5 Y�N caNSTRucT10N LAYOUT 0LU CO D s ) _� / \ / I o o i w Ln I r / a J 1 / ( R � / Z + STA: 12+38.44 STA: 12+96.87 STA: 13+66.36 STA: �� / cn STA: 0+77.50 1 STA: 1+50 1 STA: 2+25 STA: 2+96.80 STA: 3f `� Q •'��$.S/�•. fTl \ I rn T 4 Ul ♦ Tpp, 4p J ( v TOP: 150.89 TOP: 151.54 TOP: 152.01 - Op. � 0,33p/ � \ / TOP: 118.64 / �p TOP: 118.61 TOP: 120.26 / TOP: 123.10 � 124 .4g INV: 146.41 NV: 147.05 NV: 147.62 Nl• 14j283g // - INV: 114.64 n�- INV: 113.99 NV: 115.88 NV: 118.10 NV" 12p32 - A __ \< / \ - - -- -- -- - s / I I - - w -- - -- - -- -- - SEA _ __ r CD + GINS O "n� - ___ W2 13+00 W2 / ♦♦\ + -0+2 SS • _,S I SS SS • �j °'••.....••' ?� +00 ry I - 2 1 - I - - 4-278.57 LF 0 0.90% 8" SDR 26 PVC - W2 0 12X00 r • • 104.46 LF ® 0.45% 8 SDR / \ �� W W2 W2 W2 - W2 83.52 LF ® SS <oo➢ 01 IIII�R``` 1 \ S 26�P\1Ax <ooD Iw2 2.87q, 8„ S W ���, 54.78 LF ® 3.42% 13 S W9 7 W2 pVC 8" SDR 26 PVC �0 o l c� DR 26 NN+ /, m 9.55 LF ® �11+�00 r -\ SS SOR 26 + `� > o> _ PVC V 2 2 fTl 3.909 8., JS' - - -�'� '\ 15% 8 N n -- SD 3' -- -- -� / p0o w o o N� o o << R 26 PVC 47 \-F - O c P +. co N +. «n 2 - ca STA: 9+90.99 • 116. STA: 12+88.41 \ /1 N _ o N I aa- STA: 1+67.50 STA: 2+42.50 \ TOP: 140.21 TOP: 151.48 �J \ / N CO Z z- TOP: 118.85 TOP: 121.44 _ INV: 136.21 Z Z� INV: 142:39 ^}X '~ - N v INV: 113.97 INV: 116.44 \�� O - _nI ` ZZ�to�/ RX � cnoN N� I /� OZ DI /� O _� n A� NOOn i ZZ�� ^� \7 -I ZpN(�n 1 <«D= \ i / s�j O^•-� Nm J I �-.N+ O / 6'6' -I« I REVISIONS iv rn I' < \ So cN +c� i- O z I r- g U, cn OD i A _ a= U1 / M ' I O -�D I ^ 1�9 �� �\ t�V / -� W rn \ -I<3 3 0 = I 2 p / G�� Z + o T <��+ -Ci41 \ \\\\ v � ,�Q9 �coNo ' ZOO I �� ♦ I 00 ^ Cno Tq' 1L� dm \ rn . 3 +w ccn cn i u 1 rn �`' c ✓ / / o-. A. 3x Xo 01 o Z-cb �= w tio+ Azov . 1 , / ^= p �x2sSRO � � p.k�L�p11 �N00 / 021 �7 O / _\ �, -ZaN �u*O <-o �f1 2 I O �806 5" �Q' �' O�O cn �^ p /`' =cn v ^3v' 1�6 \� o co m/ rn z o➢ I rn � 9� o 1 -/ = o P N +c ♦ + I< a f co \ / �. o ^ , _ O! d'N ♦ 1 JNJN O I , \ ( �p Vim-' r/ CD ` N NO CRlD NAD B3(NSA 200gJ `VL'Cj?,NAD B3(N9gg?OOYJ OLD MAPLE- MUDDY CREEK COURT. 50' R/W (PUBLIC STREET) WHOERE THEY CROSS ROSSOUTS OTHE WATERLINNLY BEING E 50' R/W (PUBLIC STREET) ROADWAY PROFILE 9+50 TO 15+00 ROADWAY PROFILE -0+50 TO 4+50 HIGH POINT ELEV = 151.22 HIGH POINT STA = 12+85.71 160 PVI STA = 11+95.71 0 160 140 140 PVI ELEV = 150.59 A.D. _ -4.49% � PROJECT NAME K = 40.05 � J = + � 180' VC m T I o I c6 II II ^ I = � N WEST 4 ) O N V7 J `-'n n O� O O W 0) ^^ +nj H > ^^ ENO M ���_ a. 155 135 135 HAMPTON 155 a;=^M oN�F �n��o o+o�� 0�2 D =��z HIGH POINT ELEV = 123.77 LO � Lz o I Q �'�- - HIGH POINT STA = 3+35.50 M =F M>o> �z z PVI STA = 3+00.50 _ z Z LOW POINT ELEV = 118.73 PVI ELEV = 123.21 0 00 -o EXISTING GROUND PHASE LOW POINT STA = 1+15 A.D. _ -1.90% 11 O N J ao o o /' -- - - - _ _ _ 0.70% PVI STA = 1+23.49 K = 36.78 00 N o v o �N M0 � ,� - PVI ELEV = 116.98 70 �� °' A ZERO LOT LINE o I '`�oM _ A.D. = 6.53% 0 + 11 11 m +�=? 0 �� K = 33.10 _ N 15 0 N o GROUN 00 N� 00 N _ �> > FINISHED \ 150 130 216' VC N II u 130 +�� MN�z z, ~ > DEVELOPMENT 00 N^ I W m= m a LO� o o�z~o i 42" MIN COVER (WATER) tO0) 1 oo = °o°Oo�z j w o = J - N N<U>>T 2" SDR21 WATER LINE \ o o T _ � O o+N>> M z �� oo O I V�ZZ Sri �� Lq (0M OQ�OF N T ;, N 0C) +C�- ���zJ OLD MAPLE & _�- O N O / Q II O LO d' v m O 145 L.°+'0 p1��� rnNz = �_ 145 125 U) >-I-NC= =D o o M I ate» 125 MUDDY CREEK _�_ cn w MNE? z 1.62% �NEZZ aO,20Z � / 5 W =F�»> O N o 26.00 LF ® 4" 'CO I 0� a M��_ __ IN- �� COURT PROFILE N z z 0.58% 15" RCP F F +cd_ / / 4" CO I N '� F J / RCP 4" CO UNHzM±�Z' 5 I = 5og�1 4" CO 42y° 104.46 LF ® 0.45% 8" SDR 26 PVC / / -2 OOq v U)i�?? 140 �F 7a �F ®e pvo 140 120 / \ o1q ' / 120 81 54 SOR FINISHED GROUND a CLIENT PVC � // 42" MIN COVER (WATER) 4" CO SDR 26 Fps J N g6,°�5 �F ® 3- 5% \ 26.00 LF 116'47 tiG, a pvC GHM GROUP LLC G'AO�O\ - 0.96% 15" RCP 2„ SDR21 WATER LINE F 2a7% g' SOR 2 14" CO + 7 135 135 115 8352 � HIGH WATER ELEVATION m� 115 1 4" CO 113.36 < N N Q,1c ,� g" SDR 26 PVC a Ki " SpR 26 278.57 LF ® 0.90% 4" CO U) o+ a �F J d Road N 1�a 55 ~A Fayetteville,7670 rNorth Carolina 28304 130 130 110 N 110 X� + Phone: (910) 221-9901 m Fax: (910) 826-4546 a N PROJECT INFORMATION 125 125 105 105 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND DESIGNED BY: BEN HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET a JOINTS THAT CONFORM TO ASTM C 443 DRAWN BY: BEN 0 a CHECKED BY: SCOTT N V N PROJECT NUMBER: 583 N N 0 120 120 100 100 u N N N I- O N I� N n r CO N M f _ _ DRAWING SCALE 6� O O O O O ^ N pp 0� �"� N 00 O M M co M N T) N 00 Q0 O O O 00 a, O N r7 r u7 O n un rn N O 00 N O 00 O� op ^ 00 O O N M 5 � 3 ll7 �(7 In N N N N N N N N N HORIZONTAL: 1"=40' Z W VERTICAL: 1"=4' 0 M 10+00 11+00 12+00 13+00 14+00 0+00 1+00 2+00 3+00 4+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 FEBRUARY 25, 2014 N a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M 0 J 409 Chicago Drive-5uite 112 Fayetteville.North Carolina 28506 Phone:(910)426-6777 Fax:(91o)426-5777 License umber:C-2554 p 11 l z o U / 9 155 153 .+ \ \ • 4 p 5711 �\ JJ� �� `r - l 157 _� ✓ �� �oL_UTION 5, INC \� /` J\\\" � ��- -� \ \ `\\ \ \\\\ I r 1 0 (� �� �� _ 162 � � \ 7s ' ✓�\ / / ` ��_ \\ �\ \` ENGWEEziNG SURVEYING A C,PS CON5T2uCTIoN L4YOUT i / I \ ® m �� 3X \ 1 1 l 8 �� N5$ �f��- 'ss \� � m \ Fy69 8,4X, °9� \ \ 0 STA: 3+54.07� 9 3 STA: 4+30.05 STA: 5+04.07 Xr _I8•. 0 \ 1 STA: 5+81.90, 'n 2X TOP: 166.11 TOP: 165.87 TOP: 164.58 . TOP: r� K- s- 3 153 9 9 1 TS --� \ t 762.60 / I-„' �/ >J �� f \ _ 8 \ _INV: 159.74 INV: _158.84 INV: 158.79 � -- -- - -- -- - - INV: 15 .55 -�\ ,� Lg � / _� k8.. .8 r°p• +s� /� ���� J v �\ ss \ ��\IIIIIII/// O 15 1 1)1 ( TFF / �� ��� �S 3 a / /r -\� [� `��� ��,� L n ♦♦``'� ..C�•�•.R ''''// 8M 8M 8 8M 8 r �� 6S L� a `♦ / s _ 4+00 _ 5+0� 4 � ..� �� \_ � � O ••' (GSS/ '• i \� 160 15 // I SS 4 SS I A ST 76r J ( -� = • �\ = / 159 SK` / _ XO/0 CVO 176.40 LF ® 0.45% 8" SDR 26 PVC � /N�1'64S39 \ �'/ /` �� 02 4 �� 0 8' 0 SS -• TOA' �x , \ \ 156 09 .4 SEA _ 152.85 LF ® 0.45% 8" SDR 26 PVC_ _ k 1S �el/ Sq 486 \ r Qy9 I o �s£\ // j gM 5 Pic o --\r���-- --� o U _/� 1 - - zg�o S� 8M� GENE / 2 \ C > / STA: 5+80. / 9 O \ ....• �9 / / \ (S 4 O 66. X / 8 50 , �6 I �ri \ 0 1 / £�� [L. �9£\ /` TOP: 763.184 .J O GF 8 [l \ / I//'sC �R ♦♦♦♦ p• i o W �, �o� �Y) LS r[,y4y� INV: 159.18 �� ® o Op. �Xop3 8 / 00. �/ / Ag% k25. £� �z tiny ) r N (� `y ns.L,yr, 1 1 \( � ���� 4Sy, N s3 ' 92, X fill TrF 0 Z ( / $M 15 IF SOP' 163 g0 I �9 ��yJ S9. / m £�ti��n °SL �M 1 tiw� LS \ S� 8 SD S 8M ` 7s3ss eosOg1 I £9 0 b� 0 /2�, / ✓ /Nv l £ h�y J 00 �[ t \ c cy �J O s S[✓ O ) is. £ [L r) V �v T A, x R P. \ /p y F A nX L A rn 0 O ✓b ( 6 26 < (>F J 9 6SS✓00 O rd0 O 6 SS Nr���r Z [ S9 O,� p `�C� INV 664 3 e4� YC % OG U 1 ;17: n 00 L L ` ss 8 z Nr Nr os 168 .� / ✓/ 010 ££-.p.NM'1N�r � °f X�9 ,�NNi 1 <0X9 l �� O/SI,�S 9 bd r < D ro 1 /)9£ y S n 0�\�� (0k + ® 1 I \\ 1 \I O i1 Q D J y�JB�s[ N� �64s39� / ko016099/ 00 J �S 1 J I y S �1 �, �� �s[, zstir,�N 'eos44 �'p 8 S REVISIONS / i O !� / �NJ' `) 11�t 1 rn o I I - 68 1 \ `\ I\ > 9S �0`1 8 58✓Op 1 y \\ 8"2 S 39 J + a� 1��°➢ \� �\ \ \ £sl Cs[ kg0 29 a� ^�9^ \ �� I �� 1 1 � \ \e rs8 --f� ��p� L�\b�s��6a Jr Vf�� //Vk. 16 7p39 1% �� \ ✓ I I (9 o'�•� \v I- �) �5943 '� £�/y Jam- d0a w5 c 7 I yr1�6 09[ 11 \ I �\ 169 \lz��~169 90.L /Vr N/ �0 4 ( l 16 ® , 169 LITTLEFIELD COURT. *NOTE: CLEANOUTS ONLY BEING SHOWN 501 R/W (PUBLIC STREET) WHERE THEY CROSS THE WATERLINE ROADWAY PROFILE -0+50 TO 9+00 185 185 PROJECT NAME M WEST 180 HIGH POINT ELEV = 167.59 180 HIGH POINT STA = 9.17 0 "� ""�� HAMPTON PVI STA = 2+19.17 rn n Lo o PVI ELEV = 168.44 cj N o�z A.D. _ -5.03% a�L L�> HIGH POINT ELEV = 165.54 K = 30.23 c°z z o z HIGH POINT STA = 4+36 PHASE 11 152' VC 1 <�> > >a PVI STA = 4+68.50 N 2 z z z_j PVI ELEV = 165.31 A.D. _ -2.13% HIGH POINT ELEV = +28.8 A „ZERO LOT LINE" LOW POINT ELEV = 163.83 � LOW POINT ELEV = 165.99 K = 30.48 LOW POINT ELEV = 162.86 HIGH POINT STA = 7+28.80 LOW POINT STA = 0+46.43 J c0 N M LOW POINT STA = 3+73.28 65' VC LOW POINT STA = 5+97.69 175 I PVI STA = 3+58.28 PVI ELEV =7 65.39+49.02 175 DEVELOPMENT PVI STA = 0+88.93 o M j' �j = , PVI STA = 5+86.75 PVI ELEV = 164.08 x x _r� PVI ELEV = 166.10 PVI ELEV = 161.94 �� `° A.D. = 0.96% A.D. - 30.02 % K = 30.59 or, rr, oCO a 10 K = 31.15 A.D. = 4.97% 85' VC Mo m (0 0 30' VC 150' VC I u7 +M u7 F r, o O rn v 1 v _j I U 00 or,- 00 V"t�� �� �� a N 1 _ ^ LITTLEFIELD M 1 Q�»> ^�� U'IN OM �� O 00 O vv J N ^_�"', I rn 0_Z ZZ NCOz0 O Nr1 �� o6p 2 N O 1 d' 1 1 17C+ N a Mo� Mo� Na0 _N ^ 170 PROFILE 1 "� ro co OUNp c,r~n z z +,ri +(6 D +(0 ri N 40 r, O u, 0) m II co N o Fn EyIS,jGiR' \ / M Q�o z o a,a cO p o0 a`° o +,N`-? 0 1 ,n r)"� m m Lr) 00 Q II M^�� / I UNHzz Urn F__z Ur~F'?z_Fn��ZU ^� - �N Mu7L2Z 00 I--� > �^_Z / - rn W �F> O 1 �U>> °'°°� °' �°o,n z J 0� ?k +N =°o + �m� w Co+-.o- UND ` -1.6gq = _ rr,coo `^°�O1"' �`°t0zo ���oz FINISHED GRO l \ II �(n _j 300 35% \ I 1 -0.72% u,c0zo �rnozz ' � /1 _ �cno ?� > Uj w / 42" MIN COVER (WATER) ` I �> > a_ 165 � � NHZZ - 165 \ 2.12q° I CLIENT - 8" C900 TER LINE \✓ d \/ GHM GROUP, LLC 160 EXISTING AIN 8 132.43 LF 0 0.50% 18" RCP 26.00 LF ® 0.50% 15" RCP 30 LF OF RJDI 90.63 LF ® 0.50% 24" RCP PIPE BETWEEN GV 160 AND BO m m 231.16 LF ® 0.43% 8" SDR 26 PVC w N 35.36 LF ® `O 35.36 LF ® 20 LF OF DI aorJ ~n 0.57% 24" RCP N + 0.51% 18" RCP CENTERED cal �i° ¢'� rn 26.00 LF ® UNDER STORM < 0.50% 18" RCP a RaefordFayetteville, Road 155 > I^ a 155 y North Carolina 28304 w Q > Phone: 910 221-9901 o+ 14" CO Q 4" CO 4" CO I o ( ) w 00"n 4" co 4" CO �= Fax: (910) 826 4546 + a� 4" CO I 166.90 LF 0 0.45% 8" SDR 26 PVC I 14 CO >m 0 176.40 LF ® 0.45% 8" SDR 26 PVC 00 rn 0 00 mQ 152.85 LF ® 0.45% 8" SDR 26 PVC N PROJECT INFORMATION 150 150 DESIGNED BY: BEN DRAWN BY: BEN 0 a CHECKED BY: SCOTT N R PROJECT NUMBER: 583 N N N 0 145 145 rn 00 00 �, o �, rn 00 DRAWING SCALE U c0 n 00 O rp r N N N O rM N LO co n 00 N ro co t. M M ro N Ln 00 00 • rM r7 u7 r O"� r c0 c0 N N Ln 4 un 't O to U (0 U c2 O t0 rO (0 c0 (0 c0 to c0 t O t O (0 c0 W U to U (0 c2 O U U U „ , Z HORIZONTAL: 1 =40 W VERTICAL: 1"=4' 0 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 FEBRUARY 25, 2014 N a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M L C-5 , 7 N C O J 409 Chicago Drive-.Suite 112 FayetteviLk North Carolina 28506 o Fax:(91091 426 5777 \ 52. / � Lense Number:C-2354 � �so 4 p 5 IT� ___1 s oO152 c. O`u l O l `I • INC `I ry M' 1� �� �. •M ^ I ` 1 C O p M EN�iNEE2iNG SurzVEYiN� �p5 caN5T2ucTiaN LAYOUT /\♦ \ \\ / � �M I �-j✓ / % )II II \ I < M o /TOP 2 7 INV.' 90 7 Z/Q 01 22 \ 40*162 � 6- -� m / Ss s - 6 PVC 94 roo. 8x / \ 4 /� \- \ SDR 2 • 12 / 8 W� � \ ������ ���� I f v �o 4.22% 8_SOR 8+ LF S. N� �4�s / 1�`1 ll /������' /_ n po> w 92.41 LF SS �� 749, 8» 339 ��v ���`�N CARS /// l ♦ p� , �w \ ` \ Ma 6 a \` / 0 W8 SpR 26 �` x •F VC O`/ ii / h� ~ 5�P' 153' 8 G 1k - •Q� . i \ koo ��;� O /��� �z�=jp Nv. 1a5 oR SE9A ' t \ �2 STA: 1+94 STA: 2+69 STA: 3+44 STA: 4+19 STA: 5+13.31 = 8 �' - • 02 TOP: 160.92 TOP: 159.32✓ TOP: 157.90 TOP: 156.72 TOP: 155.24 ® 2��% / i � O �� ♦ �' �\ \ INV: 156.92 - /INV: 155.32 INV: 151.31 INV: 147.41 INV: 143.47 66 LF / / J y� \ 2 O •; �` ..... s T A' 37 16O 31 i k- G Cn 421.91 LF ® 0.69% 8" SDR 26 PVC. SS -• 0 ?�w� in w N� F ///� �rT � ////lll I1111�� m \\ >�< �, w c�'/ VC i • SS - S - S S - - SS - SS I- S / a J ry <v /, [' r 53+00 4+00 5+00 NN �� \ v J ' y Hoorn �. � 26 P - I - - ` l �� A�Q 4,1 @ p 45% �� / A- g ��\ //, S ) N ��_� W8 W W( W8 W8 8 W8 _ 6 v � ry� 145 66 LF _ 5�P'P 6153'g2 1/ C ( _ J f ✓ �U \ 8 jO 5' G �v NCNG GAS EASEMENT o rim STA: 2+08.43 STA: 2+83.43 STA: 3+58.43 5 STA: 4+33.43 STA: 5+08.36 C \ \ �, - \ REVISIONS �v TOP: 160.02 TOP: 158.44 TOP: 157.67 TOP: 156.49 TOP: 155.30 INV: 153.68 INV: 151.79 INV: 151.77 INV: 150.51 INV: 148.03 _� ` \ 1 CO 7 � 7-156 00 � O p d' ,n �r / c�0 NAL B3 0) 0 MM/p= 0 N00 / / \-� _ I -'` 156 ✓ �Q / / / J �` / / / 1 0 zpo to U0 1 155 �- QO / NN _ 1 C v ��� cow 1 \ / �// / _1Q1 100 BOULDER CREEK. J (O N M *NOTE: CLEANOUTS ONLY BEING SHOWN o ao^ M � LOW POINT ELEV = 160.44 501 R/W (PUBLIC STREET) WHERE THEY CROSS THE WATERLINE M I O g g" LOW POINT STA = 2+02.95 ROADWAY PROFILE -0+50 TO 9+00 0o I o o PVI STA = 1+65.45 M n o of PVI ELEV = 161.23 0 ooq(to Q II o M � A.D. = 1.72% to^ N o+�= =� K = 43.63 0) - w I t2 K K 0 75' VC N(0Zp d W I FM»> a Rz z z 170 PROJECT NAME F 12 170 UN�? ? .. ('0 M M I p I .Ui _2.00q U-) u'I n (o 00 � ^,Lo 2 LOW POINT ELEV = 157.54 ao rnoo U-3 ^ LOW POINT STA = 3+49.53 WEST (O M� �� H PVI STA = 3+12.03 l �o� U-3 0 PVI ELEV = 158.13 _ N^D 165 `383g M±`°z 0_!�U>> A.D. = 0.53% _<m» UN�zz K = 140.51 J � 165 HAMPTON �N�?? 75' VC O � u) a ui HIGH POINT ELEV = 153.56 o ,� o I I U HIGH POINT STA = 6+00.73 PHASE rn fir' ��� PVI STA = 6+50.73 o U0 O O 'j�v , PVI ELEV = 152.77 onoo N^(V M �o rNi A.D. = -2.94% 11 11 T<U> ��� �� O" _j M= K = 34.01 A ZERO LOT LINE 160 160 I -2.12q �N�Z �M�rizz0 rr��'o a^o � 100' VC ~O"' "�~ DEVELOPMENT a� - - v N z z z + HIGH POINT ELEV = 145.79 153.49 LF ® 0'n- o rn Sri 0.68% 24" RCp - - - i° U>> ^o� HIGH POINT STA = 8+05.26 o It - wo + - � �N�zz +�_D r PVI STA = 8+42.76 ~a >0 24787 - - - _ "�a=?U r) PVI ELEV = 144.09 BOULDER CREEK 0o v~i 00 N LF ® 1.33% 24" RCP `\ _ - �1.589 m u)i Qf?z a = J � A.D. _ 33.37 % ° - � o a v 75' VC 155 26.00 LF ® FINISHE - - EX1sri 0 155 PROFILE 0.58% 15° RCP I 0 GROUND `ROUND r�i N' 00 rn r'i _� 168.45 LF ® 1.34% 24" RCP N+`^?o M o 0 I J o I + x 4" CO 42" MIN COVER (WATER) 1 N�z z a�O o o ... U O� (O N CO O \ UNHZ O�NM� of _ O O 8„ C90 n r7 L0 0 WATER LINE \ + � 'i CO M i' 4" CO I 4" CO 20 LF OF DI (o^ O + ~ 145.68 LF 00.45% 8" SDR 26 PVC CENTERED I F U> >>-,>i•,6 0 0 150 150 UNDER STORM I 4" CO 210 28 4F v 1n�z z Z I <�>> LO �' CLIENT ® 34jg �cn�?? r 0M 421.91 LF ® 0.69% 8" \4'529, \ SDR 26 PVC 24,. / ^T^ 4" CO RCp ���/ / \ �a+o�z0 o i ~�" o GHM GROUP, LLC \ OD z z o0 0 138.E 14.. CO 26.00 LF ® C o M 145 6 LF ® 2. 0.58% 15" RCP ro oM_ 145 01% 8" SpR 26 PVC C)+ z o g /00 _<m» 4/ 4p 404E \ M1nFrzz ®S SCR 2s pkc Rcp 7670 Raeford Road 140 140 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 91 72 Fax: (910) 826-4546 -0 5,49 SOR27 8" <L ��R2s gTFR<� PROJECT INFORMATION 135 a 135 6 DESIGNED BY: BEN r: ,W ro Cn °0 a+o LO DRAWN BY: BEN QU + M �¢ >00 N � EL W M a CHECKED BY: SCOTT N W N PROJECT NUMBER: 583 N N 0 130 130 `� � (0 ao o � L r- 00 ,� ,n 00 N (0 _ DRAWING SCALE o r r M N N r M O N O M u7 � • r� to n a0 � � � � n 01 � r� � � u7 N O � N O O O� co Cd 0 r r t6 (0 u7 Ln 8j Ln 4 "i N O DO (o � 'i 5 Z HORIZONTAL: 1 =40 W VERTICAL: 1"=4' 0 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 GRAPHIC SCALE DATE RELEASED J v 40 0 20 40 80 160 FEBRUARY 25, 2014 N a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M L N C O J 409 Chicago Drive-.Suite 112 FayetteviLk North Carolina 28506 Fax:(91091 426 5777 � \ ^ CI INV0 (MH-55 B License Number:C-2354 t . , O9L 0® UT 128.46S' 4P ,5711 0 �� (MH-55 \� �\ a`2CO Ir \30 10+00.4 0+ l oC, � �- / O / / �O L U TIO N�, I N C PH ..o Z \/ ` / / / /�1ENONLLRING SurzVEYiNI �p5 caNSTQLcT10N L4YouT Z / V v O;J 7 1pP'• g 3 / 66• W 67 0- oh G \ I\ Z o .. O _j � A. �x / 1 � +N Lc,�fig\ dy O \�\y�L\ dySTl� �6.Lev Lo ;O 4s. o o� oroa ho / .\'� �1 O� \� x� .� S° y9g0 kS �`'�� �+ �° O o� MH-55 r \ I ��n�ZZ / �r`o `� a^°"�v/ ILG�O� ��1 6�\�19� �c' �I� G� 0 \�6� ��"� m I 1 STA 1343g R �/ / O ♦♦`` ......R. ��I y r 8+ 64 8 116 ♦♦ N CA O �/ STA: 9+62.35 STA: 10+21.60 d �• r 7 / d L� O``' �`-- �+ s I NV 1 / �� �.•" •.•/ %I z +w 7Z ��oe�. G LL g4, LO �� I N 124.63 �� O� F(GSS/O 'I'yG \ \ TOP: 136.27 TOP: 131.91 / �Z o = g �G -_ �` ---� G 6 z� 9 10.0 INV IN 1 (MH-55A s _• O r� \ NV: 130.76 INV: 126.52 N 7Q ' ` t\d0 Qd / 60' yINV 2463 (MH- ) •4� `9�• a 6 x o f GV our 124 s8) 2a�� -I Z`'�Z 190 2kA5'02 SOR 2 N.. �� 1C, C 53 (MH-54) G k/ 2 SEA N sr S . 101 - CI-29 - To: 1+71.53 10P 166 �2�5 0 8+95.6 81 02 4 Q0 ® 168. N.� G• S 8„X8„ I O o rn 1+7 .....• 194.31 LF 0 5.87% 8" SDR 26 PVC / i k, 6, NV,• 04 p v TS 3.5 O + I SS �SS SS 0 2 4y, - 1s4.O4 / �F + / G I NE O 6 O O 8' 3 - p0 x h -0+2 rnF W2 W2 -1+00 yV +7 2" Bp // •• ♦♦ - I- $3� k0�•d OR 2g --- -- _-�' 10A• y�'L / M -0+03.5 MH-58 ///SC(JTT �R``♦♦ 2 V W2 LF®2)�s / �ti� \ p�C " SDR 26 PVC / ��o I • 2" BV - SS _ RIM 8+85•64 151. '�////111111111, 146.40 LF ® 0.45% 8" SDR 26 PVC 135 29 4p R y \ I 8y, 8•SOR �� ��2 \ ? 1+pp 102.30 LF @ 1.37% 8 \ 6� 8+8 - ro o OUT 125.29 \i I �o 8.. h' NV IN 125. 55) m -- 2 i - - +00 o , 5.6 - oro LAT INV 6 U fT1 -- -- -- spy / `V 2� Z �11�� n-P GV MN' 96 / STA: 9+49.89Ln C cd TOP: 137.11 r �;, W2 S(P 1�0 g2 in+'2 NV: 130.49 STq. SOP' 1g5• N 00 13 2 rrl / / Top. 0, -cn 761.�26 ` � �� _ _� 2+31 �N�-I oo N � � �� �`k� O`O 115 m `\ N� 1s Sp ga �Q o z I / ,6\ a / >g r�d�\ STP. 16ggA / /� 66� REVISIONS (� \, O p , �\ r\� COP 16g 62 I -132 O \ TOP: 11 5.91 `�\ \r�� Nv / �3j �J y!L' o r INV: 163.42 V19ti9`6 13p / CD ,�j � 1317229�`9�R \1x�$2�'j /���'. , �y��\ra\� Ll 0 OCj•LG��k'1+� �` i �i J 2s2> ry S 1p. �2\g6 ,fop J NZ J o o iri °' c� o I •ao1 00 � Z co0 � 113 I < o /� Sg pO96q�9` dyG' \ LN m2 M+-N \ \ 114 \ NC CRUD NpD 89( ZDD7) A O N BOULDER CREEK TUMBLE ROCK LOWGRASS COURT m *NOTE: CLEANOUTS ONLY BEING SHOWN 50' R/W (PUBLIC STREET) WHERE THEY CROSS THE WATERLINE 50' R/W (PUBLIC STREET) 50' R/W (PUBLIC STREET) ROADWAY PROFILE 9+00 TO 12+00 ROADWAY PROFILE -0+50 TO 4+00 ROADWAY PROFILE -0+50 TO 2+00 150 150 185 185 155 155 PROJECT NAME WEST HIGH POINT ELEV = 168.74 145 145 180 HIGH POINT STA = 1+67.11 180 150 150 HAMPTON PVI STA = 1+34.61 PVI ELEV = 168.32 A.D. = -1.12% -4 6 0 PHASE II LOW POINT ELEV = 127.79 K = 57.95 J i' +LOW POINT STA = 11+49.58 65' VC r- N r7 PVI STA = 10+67.08 MM � U) U) ) O (n HI U O I ~N (0 N PVI ELEV = 128.90 � N wQ > A.D. = 5.42% � - II _Q .. FI t i l �\M \OI OZ� aII A "ZERO LOT LINE" � 175 145 145140 K = 30.42 140 175 o o > w� MO fZ165' VC O�cO a'MFZO � DEVELOPMENT 00 U7-Cy Z F � J Q + dz J O i-. U) WU7 00 0 NOt O N1 w U) U) = 'J 0 � OO U I � ,n (0-: Q�ZZ O x x� � w � 't � rn� 00(o 0 O oO 06 M n R Q 0 ui mm V)0 0 z O + r2 0 r � �p D O 0 r2 O U) U) U) �N ri O� )O06 OOZ M>>18Q O rn ep� - 2$ M M Q II 00 N � � n�?? a O 140• �_ O m 135 170 O EXISTING GROUN - 170 140 m � o O135 7s 0, O� M rn O o �0 lot >oa O ZZ M00 I- OO-Z Z �Z w TUMBLE ROCK � Oo�C14 � o�zr o � >>6' +N- + � 00 wGROU +rn N�z � j_ n�- -- �zzza �zz F FINISH zzz - �p �00^000? O Oa O » `n� ' > ?? M +PVI STA 0+00 - a<m >� Dz LOWGRASS I ~�>> Mn-zzlQomy?o .N + - II II ELEV 165.62 0vi ? z N vi�? ~ a C14 ~z M U) _ r- 0 I » 2 42" MIN C � � OVER (WATER) ORONDN ?? w -2004 CO 7g > LNE , ` N � WATER 0.50% - COURT PROFILE 130 130 165 2" SDR2 4 CO 165 135 FINISHED GROUND 135 a 4 CO L • 8 S R y5 94 4" CO- SDR 26 PVC 14" CO t 51.00 LF ® 0.49% 15' CLIENT 26 LF 30 LF ® 1.37% 8 m RCP 42" MIN COVER (WATER) p�C ® 2 509, 24 - 102. 104.40 LF ® 0.72% o+ G H M GROUP L L C 42" MIN COVER (WATER) RCP 26.00 LF ® 8" SDR 26 PVC m N I ' 0.50% 18" RCP 2" SDR21 WATER LINE 125 125 160 4" co dG 160 130 130 6Q c,0 0 0 p°I^ 14" CO 6 I 4" co o + �F I(0 4" co + 7670 Raeford Road 230.67 LF 0 2.99% X am a kro 0 146.40 LF ® 0.45% 8" SDR 26 PVC 8" SDR 26 PVC 00 N \ti �o m Q Fayetteville, North Carolina 28304 120 68.32 LF 0 2.78% 120 155 155 125 N I N 1< 125 8" SDR 26 PVC XF Phone: (910) 221-9901 00 U) ILr Fax: (910) 826-4546 O + >o ' m Q O �U) 00 PROJECT INFORMATION N(n 115 115 150 150 120 120 DESIGNED BY: BEN a DRAWN BY: BEN 0 CHECKED BY: SCOTT N V PROJECT NUMBER: 583 N N N 0 110 110 145 145 115 115 U3 N Cr DRAWING SCALE to Oao (n 0� co Nrn N 0) a) M0) 0) Or) C\jo C\jU) Lno nN 00 r- O 00 I O N 0 co tr•i 0 00o6 rI� Co r 0 CO cO 6 M 0 o o 0 r CO `C) Si 0 r7 c0 r2 n M r7 rn n Z HORIZONTAL: 1 =40 W VERTICAL: 1"=4' 0 M 9+00 10+00 11+00 12+00 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 GRAPHIC SCALE DATE RELEASED J 9 40 0 20 40 80 160 FEBRUARY 25, 2014 N a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. C -5 , 9 o J 409 Chicago Drive-.Suite 112 Faye-HevilLe,North Carolina 28506 Fax:(91091 426 5777 / ® f 9�'�S Y p.2�y-�X (lg "vV. 1ov�4 °lam 'V� ® � —t'lgA/�y) Z�2.>2 i - Ox° 0, N" f 6 \ License umber:C 2354 y �I ,gyp S�P. ,oa 1 ti z0 _ �_— \ �d �IT� �8�� 9Z• �N / CCP: 1p2g0 ��l� l l�0 -- ~a>\ O 1 1 1 I \ \ / \ • ■/ 1 \tiw , sq �J o°l �H' _ + +��z x�6 �� f �oLu IoN�, INc l£ 100 / Xs4 3 I r0 y. �� (�100°0 0,>,/0N1 H — ZM �ti 1 \ ) ■ / / I I / 2 1 • T 008 9Z�s80/V/�N l Fy jL �o Wb0 y�° b S�1 - >e $ O \ \ I I \ r\ , ♦ / l r 92 G AENONLLRING A5LJZVLYiNI �p5 caNSTrzucriON LAYOUT I / U� i i G '0 8 s 8�l s� a I 56' ■ MATCH LINE STA 4+50 — SEE SAME SHEET ♦ \� I o / 4 I 6-VIS 3 / I ��'�9 N °° I /`L� G� 1 1 I \ \ \ ���I i = J ♦ I I '2L of CD 0 II 1 I i I 991 10 b/V/y o�soy� �G, oo I D N I yHlbHo�/V Z �bl �, �,00o ' Q, 1 ' \� \ \ \ ,' \ , I ---1 + o w° OHO I / 1 1 N 1 I = ♦♦ -� F9 G / - `��fllll I I11///// ♦ / M a N �\S\�op p g� 1 1 �� ♦ �_ I � J a> 7��50 �'Dc �� / \ ♦ < W Z / c�9 '�� \ ' O\�`L� O'�••�(GSS/0• /�i''i � ` / r n n o ■ 3 8y3�— -- �— l� — � o— ~ \p \� x�1' r�6 g ♦ oo� n�0 � ' / \G1 4�0 SEA <•� ' ■ 8, S O O ' ♦ / / I STA: 4+91.75 Q _— Z IIN ITOP�\ o> ���OJT —V� I I —� \� V-A — C-5 , 1I ' _INV: 1120.92I �274 _ GN-0+2 +0 0 \ 2+0O 2"ea09.86 I / Sis _ • Goo I �s� / x �I��S,•••...ZZM i v 365.56 LF ® 0.45% 8" SDR 26 PVC \ p�00 �`� \1 263.18 LF ® 3.47% 8" SDR 26 PVC � S ///�1�TT/lll 1111"780 ° v� I / \� P 11� 1� 1� Cf) 7� c� ��Mc0d LU \Gee +ern y ♦ �\J 1 O. _ / 9 -y tO t � • - \ D c�`O ` r1 1.o N J —_ NN Z O (na> O �� �9 N / / /\ 1/I / �oA\ -- ono W n�z rLOPSF / / : �� ♦. � s� �� / iti�A. �X 2 / O 0 W — / I +N N �o k. � -, 7i J L 7 9A i / / O U'w m + / —�i85\ � oREVISIONS 2S �2 .1-5 � 2imo �jf \ fT j0p124.1 /� 1p6 0 \ 105"n Now \LLJILO a. gel ♦ �HOPPER FISH MH -21 TO MH -50*NOTE: CLEANOUTS ONLY BEING SHOWN 501 R/W (PUBLIC STREET) WHERE THEY CROSS THE WATERLINEROADWAY PROFILE -0+50 TO 3+50 � SANITARY SEWER -0+50 TO 6+50 125 125 140 140PROJECT NAME WEST 0) 120 120 135 N a �0 135 HAMPTON O nLOW POINT ELEV = 104.12 PHASELOW POINT STA = 1+82.22 � o N �^ zPVI STA = 1+69.81 0�1� 0� O +��z 11 L0 0 O PVI ELEV = 100.71 +I`- -� I a �+ A.D. = 9.57% '��? z o N�z J 1111K = 30.00 I QM» > A ZERO LOT LINE115 I o 287' Vc 115 130 \z 130 II _ _ DEVELOPMENT MOOW M O /�� O U Q > \ // F\�\SNGHOPPER FISH & U) J110 J - o I I No a 110 125 ��' _ _ — — — 125MH-21 TO MH-50 2.00: M -o N-- I4 N^ddr ) 0+moo n 0N OOO O+00 0 = O p�� ON —I Q�> X' 0aPROFILE o L7Lq o_ (Dry<�> I <Uzzz � M�zo^ <m» LJ 105 FINISHED GROUN 105 120 42" RCP c CLIENT HIGH WATER ELEVATION42" MIN COVER (WATER) � i / 102.37'-107.76 LF ® 093y15,. GHM GROUP LLC 34.05 LF ® RCP67 2.20% 12 RCP 115 100 2 SDR21 WATERSINE 26.00 LF ® 100 115to00.77% 15" RCP +(nO 00 OM meO >O N00 N 04 04 mN 365.56 LF ® 0.45% 8" SDR26 PVC 7670 Raeford Road 95 95 110 110 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 LJ PROJECT INFORMATION 90 90 105 105 DESIGNED BY: BEN DRAWN BY: BEN CHECKED BY: SCOTT PROJECT NUMBER: 583 85 85 100 100 oo � OJ o � N 00 0 00 r` M U M rnn � co r` 00 00 r o NDRAWING SCALE u7 6i c0 n � N r7 O) M 6� ^ 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 NZ HORIZONTAL: 1"=40' VERTICAL: 1"=4' 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 GRAPHIC SCALE DATE RELEASED 40 0 20 40 80 160 FEBRUARY 25, 2014 ( IN FEET SHEET NUMBER 1 inch = 40 ft. N C O J 409 Chicago Drive-5uite 112 Fayetteville,North CaroLina 28506 Fax(9lo)'426-5777 \\\\\ _ License Number:C-2354 v ^y,4/ - c90 F- .� - / / ■ 1 s / �� 'Os \\ 4p 51TL ^� Qoz ,3j 118 — ••,,��.• �xry , ^�� �o � ��, �5oLUTioN�, iNc N I �1 \ 138 \ I I i ♦ \ / � ` EN4WEEziNG surzVEYiN� GPs coNz"TZUCTION LAYOUT a (0 I M 116_ I ` \ # I I ^0 ^�A �A�� 8 \ S A`7 TOP CO M 139 \ I / I� / 7°26 9S� N o At 11 03 8g IN-: 114 ss S H,S \ \ / / '6 Lnn� 11111 MI �o NV 3.8 8.0� 11o.8s l Tq SCAM rk 1 N O III /// + `lNV IN 104 R R/M 3f22p�ock) 1 '� I / /^°� 10:��7 �^ o N �N OARO// 2$ SAT�UT 1034 �MH,1 M/1,4 /NV 1N71.g2 5 0.00 I L� _J ♦ ��` , I / �G o0i�00 i,ry,�y1 ���822 S \ \ Ox,,0 0 ��`�c�.• �/ ��� ..... Y NV IN 59 AMH 6)\ RITq 2f8pAM�OCk lNV OUT 03�2 �\ \ G S<r`4 \ \ `t • OF •' i �� ♦ 104.9, 3) /N M 112 53 0 ) 103 6 j MH,4) ■ \ O O G ® u s7 V/ 84 00 STA: 2+82.03 r \ l O �� 1p \ , `�• \ \ 02 ` J .Q 77 ZOY 118 /NV 103 TOP: 112.93 6) / V `G �• 0 ^C O �o x h� p^ D� A9 \C1 SEA _ OUT 103 8 �4by / I N V: 108.93 !.� �\ \ rp �00tij`V y`L ~ r/ ^^O^ �0 00'p`V \7� \ r �� I / �/J �\ ���P ^�J�� \ \ \�� ' ^ry ���\�j��J� \SO ?6 3`\ �' 6 o ) 0274 STA: 2+91.33 l/ ( q t� / °� J O \ p S CP 1 TOP: 112.84 \ ��. I / ��J o �; r ° ( VC •••G I, I 1 t' J CS` — 1 A I `� /=1.5� 0.24% 12° SDR 26 A\ � �\ ■ � I \ � �LOQ�Cv \ � / �® F� \.■ \iti //////1111111g�``` \ / / oG�oo 04 30 Iy a" / A • S� / ���1 �_ h \ \ 105 L� �` ♦ p ` ? NN I I( \ / LF 32 03 ® 0.249, s 2.. E 606. ' �� �� P� \ I 1 I / 1�, SDR 26 PVC J ����� 0 00 �/� o REVISIONS G, .o / l 11/ /� (D pUe`E O/ j j/�/ /� I / i% CO q , 3CgM�OC .1/O�g tv* 1 j 4.4g K) Cr 5 L !J ' —��— -� �� ��� \ \ �/ 1p5 00 2.41 0.00 k 1 J � � rrf ����� �—_��� �° \ Vd 94 M H 15 T 0 M H 2 SANITARY SEWER -0+50 TO 10+00 125 125 PROJECT NAME WEST � I 120 _M _ 120 HAMPTON 00 O O PHASE II �a o z =O 00 N O�M O O vc0 O 00 O N _<m» MHO u7 My�zz +� N�zp N�o� 4 11 11 115 I �M>� ' �Y_= M�zo ^ A ZERO LOT LINE U,EZ z 1 Qom» L 1 N 115 N�zz 0 = ^� _ Q DEVELOPMENT O g � = I I = N3 _ 1 O = _ I I = O vN 00 �� O �� — _ EXISTING GROUND o o C, w ._ NM O �0�O�0 �+O OM C14* OO n MH-15 TO MH-2 110 N�zz I Q�>o I F�>>> I Ln-zz0 110 PROFILE SPAN THE CREEK WITH 20' SECTIONS OF CLASS 53 RJDI PIPE EXPANSION JOINT \ FINISHED GROUND 3+46.3 (21_F) iN, ` _ \ I EXPANSION JOINT �134.48 LF ® 0.24% 12" SDR 26 PVC 116.06 LF ® 0.24% 12" SDR 26 PVC 71.51 LF 0 0.24% 12" SDR 26 PVC ` �. 4+34.0 (2LF) 105 105 160.75 LF ® 0.24% 12" RJDI 129.32 LF ® 0.24% 12" SDR 26 PVC \/ / I 1\ € 166.35 LF 0 0.24% 12" SDR 26 PVC CLIENT 182.25 LF 0 0.24% 12" SDR 26 PVC O 0 CONCRETE ANTI-SEEP 12 8 12 EXPANSION JOINT GHM GROUP LLC 8 IS CENTERED ON COLLAR CONCRETE ANTI-SEEP 7 THE 8' PIER SPAN COLLAR 2" PVC 100 25 YR STORM: 99.65' WATER 100 H PILES SHALL BE PLACED A MIN OF 3' & MAX OFAL 5' 15" RCP FROM EACH PIPE JOINT HP 8X36 STEEL PILES (TYP) 42" RCP 7670 Raeford Road 95 1 1 95 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 THE DEPTH OF RESISTANCE FOR THE H PILES ARE TO BE DETERMINED BY STRUCTURAL ENGINEER AT A LATER DATE. REPORT TO BE PROVIDED TO PWC BEFORE ANY PILES ARE INSTALLED. PROJECT INFORMATION 90 90 DESIGNED BY: BEN DRAWN BY: BEN a CHECKED BY: SCOTT 0 M PROJECT NUMBER: 583 L6 85 85 a co (0 rn w N 00 00 0 'n U rn 'n 00 r 'n 0 (0 N (0 0 � DRAWING SCALE • 00 n O (0 M N N N M N r7 N N O N N 0 M ^ (O (D ^ (0 ^ I� Ln u7 � L O O O O O O O O O O O 3 0 0 0 0 0 O o O o o O HORIZONTAL: 1"=40' Z H VERTICAL: 1"=4' w a M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 GRAPHIC SCALE DATE RELEASED J 9 40 0 20 40 80 160 APRIL 30, 2014 a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M -5 L 0 ■ 11 O J 409 Chicago Drive-5uite 112 Fayetteville.North Carolina 28506 Phone:(910)426-6777 Fax:(91o)426-5777 ♦ �\ �) \ ♦ —'�=���G �� �� / / i •/�� _tip\ / \ \ \ \ 1 I �=I I / i I NpG�Q NqD B9( Licens4�■ye�Number:C-2354C \\\\\ C14 '57 Cj I -loll) �o� . ■� — lL�� ` ���� \ \ N \ 1 N 1 / �OLU IONS, INC /1 Il T ♦ 7/ ". / G Q W N c0 ■ --\\ / J 1( / \ > \ \ \ \ // \ ENGWEE2iNG S RVEYING CiPS CONSTRUCTION LAYOUT MN � \ ♦ �• / ■ ■ co^- II )/O NON O =� �•-cv / /� /� •� 7 NM�ZO \ �( / 122 o�-) WNZO 2� cIv R�'�•�.4�, oaoo oaI 1 Z / o� •'O . / r / ` 0(11/ +o�^� W s 1 W p ♦ / N ^z OZ `� Now \ o00 \ :Q •. ►� `? �0N ( �\ 228 �.� IQ o_ a�0 w�� 'i2 \ �iM v I I = I.MG SEA *ooNZ \ ` �� � 1 > �'` I I I I l IIj 3 � Oj / N l 0274 — 40 \ N NZ O Z 1 O \ �� N N N / ®D`SD•8ryl \ \�,��e,..,' a l 1 , I_/ V :• Q YIL o /� / ► I \� SDR\ D I I r I �� rn dca „s m 11 o o ' y p Vc \ cn)D N�ag�ss `� yN 1\ RCP + co S I� I U J ' ,y/ r\ m^f- j o / 1i / \ I z \ \ ( . 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ID I1 I I I I I \ \ II III • /~/�M NU� \ INV. 27g ♦ 'rn �o 0)S TA �+0 .56 I 39 �11+70 / OSTA: 1TOP: ♦ n 1N�; 12 . h ��1O2282 6S2? � I I ' I \ X no N98�NS9J MH -28 TO MH -25- C 1 #8290 TO FES-92- SDMH -93 TO FES-95- SANITARY SEWER -0+50 TO 6+00 STORM DRAIN -0+50 TO 1 +50 STORM DRAIN -0+50 TO 1 +50 140 140 155 155 155 155 PROJECT NAME WEST 135 J �,N 135 150 150 150 150 HAMPTON N =coCF) I M L0 - v O N O MCI) NL 1 I I PHASE II M ? 0 00 V) =W nO NZLWi 0 O Nv ON O— 00 v� n O aO±N >> O)'� I O C O "�ME> > coC14 �°' " - oP0 A "ZERO LOT LINE" =Q�»Q 00 0000 U) M00�N 0 n M ^^MM 130 ��DZZ� 130 145 v� —��NN 145 145 ���� ^ +o�� 145 0����-=0z� �oz � =0�zo DEVELOPMENT 0 x o �a O ONM � (U)ND_ZZ 0QMo» NNFrZZ OONI� , N(n D_Z Z N+ O 000 0ZZ0 "_ �N�= == MH-28 TO MH-25 & 0i —ram 125 \ .. 125 140 140 140 140 o N 6(00Z STORM PROFILES 0 1 i)- - \\ I 0 — z oM0 O N+0j O O�Z O O- N ONE \ \ OO Z +O^O OMO NN �NO_ZZJ \ST� 00 \ O 120 _ _ _ _ V'Ez I o — 120 135 \c�poG �� 135 135 �F+� 0� 135 EXISTING GROUND \s� z \ FINISHED GROUND '1/� 23o CF aoF,o \ c'osh CLIENT0)0 670 _ cn a 10,9I ' a U-V)? 17.75 LF ® < ±o.99. 8.. o Vi 0, SDR2 w 4.17% 15" RCP U)PVC wZ GHM GROUP, LLC 75.31 LF ® 0.45% 18" RCP RCp \ 115 115 130 130 130 130 131.16 LF ® 0.61% 8" SDR 26 PVC 228.01 LF ® 0.507. 8" SDR 26 PVC 13.38 LF 0.45% 18" RCP 7670 Raeford Road 110 110 125 125 125 125 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 PROJECT INFORMATION 105 105 120 120 120 120 DESIGNED BY: BEN DRAWN BY: BEN N O N CHECKED BY: SCOTT PROJECT NUMBER: 583 N N 0 100 100 115 115 115 115 o_ c o N ff) Ln c 0) o 0 o N LO DRAWING SCALE • cD (6 Ln N O 00 r r` O O 6 cD N N N N N N N N r-7 Z HORIZONTAL: 1"=40' u) VERTICAL: 1"=4' Lu 0 M 9 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 0+00 1+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 FEBRUARY 25, 2014 N (0 L o_ o 0 ( IN FEET ) SHEET NUMBER V5 1 inch = 40 ft. M -5 12 i= • N C o J 409 Chicago Drive-5uite 112 FayetteviLLe,North CaroLina 28506 (I\ /♦ �\ ■ � T'03�409S \ 26 \ \i ti 1 0 7 Phone:(910)426-677 7 p Fax(910)426-5777 License umber:C-23546 ti 0� ' / ' 16i ITL b 0 S � o o�uT loN���� � \I' 0 4 y �o � LN4NLLP NG s,UZVLYiNI GPs cONsTZUCTiON\\N�\Y�OUcT 909 7 , 2..5 �\\\\ — �� \ \� 105• I m \ \ ■ — a �co `\ 6v�°� O \ \ O PkrOZZNX\ '01111111 WAN, C \ c�� \ \ ® �� Qom .• • . �i l \ / ♦ i lip °�� \ \ \ 1 1 \\\ �\\ L >` � � 027 SEA 9009 p \� co �'\ `off o° 6.o �' O .�VG j N-01 E TT L\ '?i o Z S) ���//011 I \ 708CD z CIO L s REVISIONS �o 10 / / / II I I I / / I S�R2\ / 1 \\ OTo. !xg 6 A�0 J� N � O W f atld Quo y c I.N �' Z ✓ >>1 O W \/(\/ / / Doz ss)s9 cy I \ \ / / \� —/ ✓ ° ��� 2oo7) ` \) /f/ / (4 Yomn \ \ 0 ■ ■� ■ ■ ■ ■ ■ ■ ■ / / 0'k O Nc"I NAD ey SRS NC GRID NAD 8S(NSRS 2007) RI -85 TO FES-86- RI -87 TO FES-88- CI -96 TO FES-97- SDMH -83 TO FES-90- STORM DRAIN -0+50 TO 1 +00 STORM DRAIN -0+50 TO 1 +50 STORM DRAIN -0+50 TO 2+00 STORM DRAIN -0+50 TO 2+00 120 120 130 130 140 140 120 120 PROJECT NAME 115 115 125 125 135 135 115 115 WEST to 0— co 00 M LI =N HAMPTON 00Ld p DLL N u O 0L 0) 1`000.1- . 0LO � PHASE II r,� Lo 00000 0 rn Lo 110 110 120 0000 120 130 1� 130 110 00 +��60)� �OZ O I ^0F =NOZ =O 2<M>> 110 A "ZERO LOT LINE" Ld 0F�» W cO�Np NNd'Z Z . v °'¢ > V)V)W z z EXIS 00 0 ^ c�cn F Z GRO TING w o o a _ _ _ _ AND DEVELOPMENT 00 W— 0 O Ln O n 0_00 Off` , ON 105 C+) EXISTING o 105 115 of(n�? 0 m 115 125tA �±0 125 105 105 STORM PROFILES o 0 GROUND o0 — y toll cn WOco O � GkIST/NG N¢> I 00 F�> on \ o o �0'�s N¢ R�UNp Lwl N? HIGH WATER ELEVATION F cn 0:? o �0 �. 2 v~i? — 102.37' 8" PVC o -SEWER o 0 o� O 0000 �o cn 156.52 LF ® 0.50% 15" RCP o �NZ 91.04 LF ® 1.10% 24" RCP o 0 0 95.67 LF 100 ? 100 110 110 120 120 100 RCP 0� 100 OOM O) ANTI-SEEP 0'±0 COLLAR 6 R LNL1~- CLIENT ANTI-SEEP Sy 7S LL cn- COLLAR 61.05 LF 95 2.46% 24" RCP 95 105 105 115 115 95 cA 95 GHM GROUP, LLC 90 90 100 100 110 110 90 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND 90 7670 Raeford Road HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 85 85 95 95 105 105 85 85 PROJECT INFORMATION DESIGNED BY: BEN a DRAWN BY: BEN CHECKED BY: SCOTT _" 80 80 90 90 100 100 80 80 PROJECT NUMBER: 583 N aO oo 0 n OCY) co c0 LO c0 M c0 rq N I� 'i 4 N r r c0 c0 °i o o N N N F4 N o o o 0 0 rn DRAWING SCALE U Z HORIZONTAL: 1"=40' w 0+00 1+00 0+00 1+00 1+50 0+00 1+00 2+00 0+00 1+00 2+00 VERTICAL: 1"=4' a M GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 APRIL 30, 2014 m L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M —5 N N L ■ 13 C o J 409 Chicago Drive-.5uife 112 FayetteviLLe,North Carolina 28506 Fax(910)4 65� \\\\\\ License Number:C-2354co \� N C4 4P ,5711 \ 105 ✓� /�/ 103 GF �oz �oz p N� - ; �50LUTION,5, INC > \ AEN4LP 1NL G surzVEY ( G NPs�caNSTrzucTION LAYOUT 04 to 772 00 / 1 N 113 / N I �(D 106 — — \ ��tiW —0- o�_N \ o o� o> 105 Z OF Y i nisi � I �oZ a o �> •� Y � i� (��8 o �/ �? 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A "ZERO LOT LINE" 110 L o?o w 110 120 J N p 0) 120 125 N J M o 125 I F V>> I v n I v O N M o 0��_= M M O 1 aN J L3 DEVELOPMENT O O N n^ O U v O 1 J F`-' O I O K2 n M o —� O �06 Nt h O (0 )^ O I U Q M O map u7 04 O+MO ��H O N O � � O M N_ O 00 +� ?O— _ cOO�Z =O I���O 00 N ��� ��M M O _ _ ���z STORM PROFILES _ �¢ » �I< > > 1 ;:: �n NN +��D oN� 1 �U» HU OUZO (0- O O O�~ UNHZZ — _ (N U)H? ? 0 V)�? Z PROPOSED = - o cfl o o�?p + D EXISTING GROUND o �> > oo +,6- T¢m> > rn N z O 105 GROUND 105 115 NNE? ? 0 115 120 M�zo oNFEZZ I <m> > 120 J/ mo I <> > ocno-zz HIGH WATER ELEVATION — rim C 1n�-Z Z p 8" PVC 102.37' O 00 + <u o _ o EXISTING — °'±o N 4 SEWER o o'� GROUND bi NZ EEC\SZ�GiRpOQ0 N oa` +� I 95.06 LF ® 0.53% 36" RCP 3g•56 LF 100 1n¢� 100 110 } 194q 42 RCP 110 115 191.50 LF ® 0.44% 24" RCP 115 85.00 LF ® U_W? HIGH WATER ELEVATION 1.18% 42" RCP 4j'13 LF ® 113.36' CLIENT 42" R 3.15q CP U t 15.00 LF ® HIGH WATER ELEVATION 17.50 LF ® G H M GROUP, L LC 0.60% 24" RCP —113.36' 0.40% 18" RCP 95 95 105 105 110 110 NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND 7670 Raeford Road NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET Fayetteville, North Carolina 28304 90 HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET 90 100 HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET 100 105 JOINTS THAT CONFORM TO ASTM C 443 105 Y JOINTS THAT CONFORM TO ASTM C 443 JOINTS THAT CONFORM TO ASTM C 443 Phone: (910) 221-9901 Fax: (910) 826-4546 PROJECT INFORMATION 85 85 95 95 100 100 DESIGNED BY: BEN a g DRAWN BY: BEN CHECKED BY: SCOTT 0 M PROJECT NUMBER: 583 L6 0 80 80 90 90 95 95 a Ln � 00 o M L � co N DRAWING SCALE t c6 u Q0 ri ri �i � o cri n o o 0 — - o HORIZONTAL: 1"=40' Z co VERTICAL: 1"=4' w a M 0+00 1+00 0+00 1+00 0+00 1+00 2+00 GRAPHIC SCALE DATE RELEASED J 9 40 0 20 40 80 160 APRIL 30, 2014 a 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M -5 N N L ■ 14 C O J 409 Chicago Drive-5uite 112 Fayetteville,North CaroLina 28506 Fax(9lo)1426-5777 \\\\\ L - 7 / ( J . h i )- 1• o. ` r, License Number:C-2354 \� 4p 5711 0 °so�i� -7-A o \ w2 �oLUTION�, INC C C 10a 'L/. DOA II II\ I \ \ - \ \ ' / j\ v C ENGINEERING JIJ RVEYINC, CPJ CONST���TION L.4YOlJT 2 _ 14-o MM °sFAc�gSF� �q �66 % ` 107 - ♦���IIII \ , \ J ♦ / •. ..... o m � ,p°s >>p�� 6�8°�y• L 1 I � I) I � �� � 'y�y � `/ - 106 FELT 40, �`♦ / 1>p 0 o o °�s °o�90 �9 A ALy��� _ _ I II I 1 \ \\ S o/ \ �8A / \ �y8 /�yq ���0�••'FOSS/O••/�i��i ,ry s i <F1 .7O \ ` 1107 SEA LLF/ , 90 /, °2Sg 12 \ -° ' S\96 • ®° I �o`O o�— 10 = 0274 ' 99 7S �0 ?., \ STA: 0+81.61 ,��� 1oa ice/. s •. I NE•.• ``�� ox9p \\J f i 9S�,Gj�� ® � Ot'o INOV: 103.40 O k /� ITT R�♦ �`'`i� /1111111g Op OS \ I �S \ '�F�/� 1 c� ti \ S y� ` \ 144.14 4 LF ® 0.25% SDR 26 PVC °o \ /l G°Te O°O �G /L 1238.19 LF ® 0.259 12" "T I `Ory o' h o�"'� \/'1'l��7�X�C'9 'o T S s / '1[.� /, nl \ )�`�S3 9 I I r/ /—\ \ I \ \ \\ RJDI 1 �� �\ • g0•gg LF 0 / I ��L Q ^oV \\ ,�`/ OBO 6 C u �� /� p O 9 g� V / V'I y ° �, C'F i o •24q° �o l� ti O p �° y\61' Ae CF( "%c ® \\`— 1�\ F,� �(\ l n o S�12" SDR / \ OGT/02�A) OV �TA: 1+00.16 103 �a? 0g� — J \\\ 1 26 PVC SJ S� 1 1p Aj �2j TOP: 108.47 / / S yam ° 0 1 S l 1 \ �✓�\\\ \ Qi 9 ? 2 �� / \ IN 103.40 T 6 o�P �9 u �q 9lp �� III I J \ % \ \ • tiL��Sx A2 yiy\ )J 105— \ ` /Mq 7 (c `�' \ °c°.�'A°A sTti� ��\�\\ 0 ,\ times ti �� o o P, ye � � \ , s� , A oti� pis o \ o REVISIONS 9° /�L�/•y°�O�C9 , �\ ,' \� \ /LG / x C'q�, G O 8 Op \S S a / l / —� ��— �O O J O 7 2 Off! � O \\\ \ \�\\\ \ \\ 'y O"p6S�7�O ) ` �,O,q p �89 °��, 1p6 / ,0283 O GT o09 op°c� F'n \\� ♦ \� \ ` `�\ GT'o o 9oc�J I �9 �iy\ ut,5" r J �° \1� \ \ \� —1 \ �\\fix°'R�r °° I ti, < \�� Ax ` 61 1 °G �O°O �8 ryc° ho°n`° 2°' y� F FOp 06V 1 \\AIP \ \ '�.._� �\ \\ \ 0,�9��y°o \ o.,:/ l 2iF�T r Atop /�`ti,70,,, q pF °l °�02 �'r'o 2A8o \ ° 4% .\ '?S�r2/c °� SSMH #9008 TO MH -2- MH -61 TO MH -62- SANITARY SEWER -0+50 TO 6+00 SANITARY SEWER -0+50 TO 2+00 120 120 125 125 PROJECT NAME WEST pv ��M 000 rMrM0 OpOM00� 00 00 115 010Mzz m 115 120 120 HAMPTON +���� M: 0 Q N H M»> VI VI�ZZZ 2) Q O N 2 I �_ O = _ �� _ a � �MM PHASE II C5 00 0Ol0 0 0 n O O p 0^o~ °'� � ^� �� A "ZERO LOT LINE" � � �z0 0��� Q��z� N��ZZD = 110 eX/s I NMZZ 4oZo =Q�>� =Fm»> 110 115 0 �� 115 _ T�"GGRo� - - I ,M» MNFrzZ ���zzz ^�N CRo DEVELOPMENT J -\ 0 � "N 'tOO2Z EXISTING co FINISHED GROUND N +00 z 18" RCP \ SPAN THE CREEK WITH 00�iDp �� I ~�z< SEWER PROFILES JACK & BORE 145 LF 20' SECTIONS OF CLASS 53 RJDI PIPE 1 ` _ _ r�Z Z o v'�—J 105 OF 24" STEEL CASING _ _ _ 105 110 I <m> >> 110 WITH 170 LF OF 12" RJDI EXPANSION 1nYZZZ JOINT EXPANSION JOINT / PIPE PER PWC STANDARD 1+97.9 (2LF) — — DETAILS 3+85.7 (2LF) 77.62 LF ® 0.24% \ 90.99 LF ® 0 24% 12" SDR 26 PVC 12" SDR 26 PVC FINISHED GROUND 12 238.19 LF ® 0.25% 12" RJDI � 170.00 LF 0 0.25% " RJDI i J tf 1 00 25 YR STORM: 99.65' 12' 8' 8 12 1 00 105 _ _ _ — — — Ex STING GROU 105 CONCRETE ANTI—SEEP CONCRETE ANTI—SEEP COLLAR EXPANSION JOINT COLLAR 144.14 LF ® 0.25% 12" SDR 26 PVC , CLIENT IS CENTERED ON THE 8' PIER SPAN ■ / FROMEEACHAPIP E JOINTCED A MIN OF 3' & MAX OF 5' G H M GROUP, L LC / HP 8X36 STEEL PILES (TYP) 95 W � 95 100 100 W l F U J / \ �W , I I 7670 Raeford Road 90 I 90 95 95 Fayetteville, North Carolina 28304 THE DEPTH OF RESISTANCE FOR THE H PILES ARE TO BE Phone: (910) 221-9901 DETERMINED BY STRUCTURAL ENGINEER AT A LATER DATE. Fax: (91O) 826-4546 REPORT TO BE PROVIDED TO PWC BEFORE ANY PILES ARE INSTALLED. PROJECT INFORMATION 85 85 90 90 DESIGNED BY: BEN 0 DRAWN BY: BEN N CHECKED BY: SCOTT 0 M PROJECT NUMBER: 583 L6 80 80 85 85 a r1 o O r cfl c 0 c o o LO r o n DRAWING SCALE 0 C) 00 u Ln I� � c6 r LO r � ri ri oo "' od 3 O O O O O O O O O O O O O O O O O O n=40 Z HORIZONTAL: 1 w VERTICAL: 1"=4' 0 M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 GRAPHIC SCALE DATE RELEASED J 40 0 20 40 80 160 APRIL 30, 2014 L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 40 ft. M —5 L ■ 15 O J 409 Chicago Drive-.5uife 112 FayetteviLLe,North Carolina 28506 Fax(910)Z4 65� \\\\\\ License Number:C-2354 \� 4P ,5711 �5oLUTION�5, INC EN4NLLPING A suzVEYN��GPs CONSTZUCTION LAYOUTA TRASH RACK TOP OF POND SEE PLAN FOR RIP RAP THICKNESS LIFTING LUG A RISER .\\ 3 4 PVC TYPE PLUG SCREW /\//\//\//\ g \ \/\/\/\ �� 3/4"x3/4" ALUMINUM BA / �� /[�\ a" PVC STUBBED / / / 1 w %/ SIN $Z��`��CAR��i����� GRppE�/*L \' INTO BOX 4" PVC TEE \\/\\/ / / N \\/\\/\\/\ !FYI N TEMPORARY POOL CLASS BSTONE \//\//\// \/\/ - SEA ? 0C SEE PLAN FOR \/\\\/ \\ \\\\\\\\\\\\/\ \\\\\ SEEFOR 027 PERMANENT POOL THICKNESS // //\// //�//�//�// //�//��// PLAN INVERT OF THE SPILLWAY THE L2- FILTERWHICH IS THE ELEVATION � •:; �.:e FABRIC WHERE THE SEE PLAN FOR MEETS THE STO EC '�//;C0 i i",��`+���` 1/4" PER Fr SPILLWAY WIDTH U`� 3U-!y 4" PVC CAP WITH SPILLWAY CROSS SECTION \j\ 3.25" DRILLED HOLE (RI-85) 1.75" DRILLED HOLE (RI-87) 1.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL.THE ACHIEVEMENT SECTION A-A TYPICAL ORIFICE OUTLET CONFIGURATION OF PLANNED ELEVATIONS,GRADE,DESIGN WIDTH,AND ENTRANCE CHANNEL SLOPES ARE CRITICAL TOT E SUCCESSFUL OPERATION OFDTHE IT REVISIONS NOTES EMERGENCY SPILLWAY. 1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG 2.ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF STRUCTURE A(FO 1 B (Fn I c IN D HOLES THE THREE RECEIVING SIDES. APPROVED BY THE DESIGN ENGINEER. 2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF 100.90 98.50 3.25 99.10 1 THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE 50 RI-85 RI-87 100.90 09.50 1.25 11.50 1 WEEP HOLES. 3.MAX SIDE SLOPES ARE 3:1 *** THE MAXIMUM SPACING BETWEEN BARS SHALL 3. OUTSIDE RISER DIMENSIONS: L=4, 2 NOT EXCEED 5.5 INCHES. INSIDE RISER DIMENSIONS: L=3', W= ' 2'2 NTS NTS NTS TRASH RACK STORM BASIN RISER WITH ORIFICE DETAIL EMERGENCY SPILLWAY POND # 1_ STORM DRAIN -0+50 TO 3+50 110 110 PROJECT NAME WEST HAMPTON PHASE II \ EXISTING GROUND _ — — — \ \105 105 A "ZERO LOT LINE" � � - 10' ACCESS EASEMENT �. �� �� 10' ACCESS EASEMENT DEVELOPMENT TOP OF POND @ TOP OF POND HIGH WATER (100YR):103.25' POND PROFILES HIGH WATER (10YR):102.35' HIGH WATER 1 YR :101.18' M 100 z 100 TOP OF SHELF:99.60' �p NORMAL POOL:99.10' .�' CLIENT BOTTOM OF SHELF:98.60' GHM GROUP, LLC N 7670 Raeford Road 95 95 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 SEDIMENT CLEANOUT:94.10' SEDIMENT CLEANOUT:94.10' Fax: (910) 826-4546 BOTTOM OF POND:93.10' BOTTOM OF POND:93.10' PROJECT INFORMATION DESIGNED BY: BEN M DRAWN BY: BEN N N a CHECKED BY: SCOTT 0 m PROJECT NUMBER: 583 N 0 90 90 a o on o pq o o r o o DRAWING SCALE e0 r N Z m m — 0) — 0) — 0) HORIZONTAL: 1"=20' w VERTICAL: 1"=2' 0 M 0+00 1+00 2+00 3+00 GRAPHIC SCALE DATE RELEASED J 9 20 0 10 20 40 80 APRIL 30, 2014 L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 20 ft. -5 , 16 N N L N C O J 409 Chicago Drive-.Suite 112 Fayetteville,North Carolina 28506 Fax:(91091 426 5777 License Number:C-2354 \� 4P ,5711 �5oLUTION�5, INC EN�INEE21Nc, SURVEYING CPS A coN5T2ucTiaN LAYOUT TRASH RACK TOP OF POND SEE PLAN FOR RIP RAP THICKNESS LIFTING LUG A RISER .� 3 4" SCREW TYPE PLUG ``` CARO` / 3/4"x3/4" ALUMINUM BA / 'FINISHED 4" PVC STUBBED � � �� 1 N•• �'���i \ j iw = O• � p i INTO BOX 4" PVC TEE N �\�/ �/� •�� O�• ' i TEMPORARY POOL CLASS B STONE / /��/��/��// - SEA ? 0C SEE PLAN FOR \\/ �\ �\\�\\�\\�\\ \\�\ • 02 SEE PLAN FOR THE PERMANENT POOL THICKNESS // W��/ INVERT OF HE SPILLWAY �'�I/�, E •.: L2- i /� j ./ WHICH IS THE ELEVATION �� .•••I N•••. `�� e _D FILTER FABRIC SEE PLAN FOR MEETS HE STONEWHERE THE '///� ;iR 1/4" PER Fr SPILLWAY WIDTH 02 2!5'*-141 4" PVC CAP WITH SPILLWAY CROSS SECTION 3.25" DRILLED HOLE (RI-85) 1.75" DRILLED HOLE (RI-87) 1.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL.THE ACHIEVEMENT SECTION A-A TYPICAL ORIFICE OUTLET CONFIGURATION CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE PLANNED ELEVATIONS,GRADE,DESIGN WIDTH,AND ENTRANCE AND IT REVISIONS NOTES EMERGENCY SPILLWAY. 1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG 2.ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF STRUCTURE A(FO 1 B (Fn I C IN D HOLES THE THREE RECEIVING SIDES. APPROVED BY THE DESIGN ENGINEER. 2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF 100.90 98.50 3.25 99.10 1 THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE RI-85 RI-87 100.90 09.50 1.25 11.50 1 WEEP HOLES. 3.MAX SIDE SLOPES ARE 3:1 3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2" INSIDE RISER DIMENSIONS: L=3', W=2'2" NTS NTS NTS TRASH RACK STORM BASIN RISER WITH ORIFICE DETAIL EMERGENCY SPILLWAY POND #2- STORM DRAIN -0+50 TO 2+00 120 120 PROJECT NAME WEST HAMPTON PHASE II 10' ACCESS EASEMENT 10' ACCESS EASEMENT TOP OF POND ® TOP OF POND A „ZERO LOT LINE" 115 115 DEVELOPMENT EXISTING GROUND -HIGH WATER (100YR):113.99' HIGH WATER (10YR):113.3677 POND PROFILES HIGH WATER (lYR):112.71' — J/ TOP OF SHELF:112.00' NORMAL POOL:111.50' 1�1 BOTTOM OF SHELF:111.00' 110 110 CLIENT N GHM GROUP, LLC SEDIMENT CLEANOUT:106.50' BOTTOM OF POND:105.50' 7670 Raeford Road 105 105 Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 PROJECT INFORMATION DESIGNED BY: BEN N DRAWN BY: BEN M M CHECKED BY: SCOTT N PROJECT NUMBER: 583 N N 0 100 100 a DRAWING SCALE r- . (0 U °. LO rn M L6 u7 N N - o HORIZONTAL: 1"=20' Z W VERTICAL: 1"=2' 0 M 0+00 1+00 2+00 GRAPHIC SCALE DATE RELEASED J v 20 0 10 20 40 80 FEBRUARY 25, 2014 N L a c 0 ( IN FEET ) SHEET NUMBER 1 inch = 20 ft. —5n17 L N C O J 409 Chicago Drive-.Suite 112 Faye-HevilLe,North Carolina 28506 Fax:(910)426 5777 License Number:C-2354 \� T CURB AND GUTTER TO BE POURED 5 o L_U T i o N , i N c J 10' SECTIONS WITH EXPANSION EN�wEE ws SUZVLYIN� C7-5 CONSTrzUCTI0N LAYOUT JOINTS EVERY 50' � � � � (90' IF MACHINE PLACED) FINISH GRADE SF9.5A 26' BC-BC 41 11 3/8" =� (END OF CURVE) N 1 1 , 13' 13' 1 1 ' ? ail , ° N S/o ° `V °a aN �\ A� (mq 4.5' S' 1 .5 2' 11 ' 11 ' 2' 1 .5' 5' 4.5, S�oPe `````'(NIICARO`��'�i a 3000 PSI N° 2% 4% 2 ••SS m ° oil k 4% 2% .: 2% 2" SF9.5A 2% - 31 �```OQ�'�`e /p'�y.� '�� ° ° ° CONCRETE I Ii IIIII I _` < �_ c,\oP �Ei I'Imo6CABC II-I -,IIjop ( 02EAe _ e 11 7 8" 6"COMPACTED IIImm l,, (LOW POINT IN CURVE) 6„ ABC �' -� I I UJ w -I I �- ) G I NE •���� 24 COMPACTED J NOTESS0orT..�R SUBGRADE 1. THERE SHALL BE A 1.5' STRIP BETWEEN CURB AND SIDEWALK. 1///inum���� CARRY BASE COURSE 6" SIDEWALK SHALL HAVE A MAXIMUM CROSS-SLOPE OF 2% FROM BEYOND SURFACE COURSE BACK EDGE OF SIDEWALK TO BACK OF CURB. 02 2S=I41 AT LOCATIONS WITHOUT 2. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS CURB AND GUTTER ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT, FILL OR BOTH NTS NTS NTS REVISIONS 1 24" STANDARD ROLL CURB 2 PAVEMENT SECTION 3 ROADWAY TYPICAL SECTION DESIGN CRITERIA AGGREGATE SIZE-USE 2-3 INCH WASHED STONE DIMENSION OF GRAVEL PAD NATURAL GROUND GRAVEL ENTRANCE SHALL BE 50 FEET IN LENGTH AND 12 FEET IN WIDTH THICKNESS-6 INCHES MINIMUM MAX. SLOPE (TYP) 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 1.UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND 7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT 6"L- LENGTH- 50 FT.MINIMUM. STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING LOCATION-LOCATE CONSTRUCTION ENTRANCES AND 2.5 2.5 BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE IN. MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED. AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL IT 1�/ CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. FILTER FABRIC 2-3"WASHED STONE AND ENTRANCES AT CURVES INCONSTRUCTION VEHICLES. PUBLICROADS ID STEEP DES NATURAL GROUND 2 5 5 / 8.ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL 00 SAWCUT ASPHALT EDGES 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 6" STABILIZED AGGREGATE EXISTING ASPHALT ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE,ONE STABILIZED. MAINTAIN AT FOR ADDITIONAL ND/OR BORROW THE OWNER. BASE COURSE COMPACTED STRAIGHT AND TRUE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING 1 1/2" SF 9.5 A ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. 9.DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL TO 100% MAX. DENSITY NTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL ACCEPTANCE. 3.IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET. / ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE. COMPACTED SOIL TACKCOAT 10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL �QP EX. BASE 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT. REPLACE (0.25 GAL/SY.) PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE ���C1 MAINTENANCE •*� WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE QJ / MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6", 5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY. SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.THIS MAY ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME. AS RE UIRE - OTHER THAN INDICATED ON THESE PLANS(INCLUDING,BUT NOT 50'rn, REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.AFTER EACH TEMPORARY DIVERSION KEY NOTES: - LIMITED TO OFF-SITE BORROW OR WASTE AREAS,STAGING OR 11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE n. RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND 2" STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL NOTE: SEE PIPE BEDDING DETAIL 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 1.CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS. UNDISTURBED SOIL REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED. / PUBLIC ROADWAYS. 2.COMPACT THE SIDE SLOPES,PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES. IF PAVEMENT SETTLEMENT OCCURS. THE CONTRACTOR SHALL CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL 3.VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE FOR LESS THAN 30 DAYS. REPATCH AT NO ADDITIONAL EXPENSE TO THE OWNER. REPLACE TO EXISTING OR BETTER THAN DETAIL TO BE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND O DETERMINED BY THE ENGINEER. COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. PROJECT NAME 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13.WHEN CROSSING CREEK OR DRAINAGE-WAY,THE CONTRACTOR ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND ATE EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS,BUT NOT STEEPER THAN 6GMINETHICKNESS ^� MAINTENANCE: OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE WEST 2-3"COURSE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. NTS NTS NTS HAMPTON 4 PAVEMENT PATCH 5 GENERAL EROSION AND SEDIMENT CONTROL NOTES 6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 7 TEMPORARY DIVERSION BERM PHASE II PLAN VIEW A "ZERO LOT LINE" STEEL POSTS (QUANTITY VAR.) /EMBANKMENT STANDARD METAL POSTS 2'-0" IN GROUND / GAUGE HARDWARE CLOTH (1/4 M DEVELOPMENT MESH OPENINGS) STONE ENERGY -�- SKIMMER (SIZE VAR.) DISSIPATOR INFLOW -_ STRUCTURE � CONSTRUCTION RARESPECIFICATIONSSHALL DETAILS _ 1. UNIFORMLY GRADE A SHALLOW DEPRESSION .fL;6'.'- `� ! •' APPROACHING THE INLET. 4 MA Y i;, _,==r I '$b 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SEEDING SPECIFICATIONS -_ , SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND _ o THE PERIMETER OF THE INLET,A MAXIMUM OF 4 FEET TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR LATE WINTER AND EARLY SPRING) SEEDING MIXTURES: - 4' MA polo 00 APB' SEEDING MIXTURE: S TONE PA PP o - 3.SURROUND THE POSTS WITH WIRE MESH HARDWARE SPECIES RATE(LB./ACRE) SPECIES RATE(LBS.IACRE) - (BELOW SKIMMER) EMERGENCY ° O g - CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT SPILLWAY / Nk THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP RYE(GRAIN) 120 TALL FESCUE 80 ROPE -� Qo 0 0 �- OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING /� ,� ANNUAL KOBE LESPEDEZA 50 PENSACOLA BAHIAGRASS 50 � / / �'�' � O IzoO. IS RECOMMENDED. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE. SERICEA LESPEDEZA 30 4. PLACE CLEAN GRAVEL(NCDOT 15 OR#57 STONE) ON KOBE LESPEDEZA 10 L - WIRE AND SMOTH TO AN EVEN GRADE. A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE SEEDING DATES: 2:1 SLOPE GRAVEL FILTER #57 WASHED STONE PLACED TO A HEIGHT OF 16° JANUARY 1-MAY 1 SEEDING NOTES: (PRACTICE STANDARD \WOOD STAKE TOP OF EMBANKMENT MINIMUM ABOVE TOP OF BOX 5.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN 1.FROM SEPT.1 TO MAR.1 USE UNSCARIFIED SERICEA SEED. OR METAL POST STABIUZED, REMOVE ACCUMULATED SEDIMENT AND SOIL AMENDMENTS: 2.ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE. TRASH RACK 1'MIN. EMERGENCY SPILLWAY ESTABLISH FINAL GRADING ELEVATIONS. CLIENT FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750 3.WHERE A NEAT APPEARANCE IS DESIRED,OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE. FR�INARO �s� 6.COMPACT THE AREA PROPERLY AND STABILIZE IT WITH LB./ACRE 10-10-10 FERTILIZER. SKIMMER RISER STRUCTURE 9 BARREL GROUNDCOVER. NURSE PLANTS: y PIPE MULCH: BETWEEN APRIL 15 AND AUG.15,ADD 10 LBJACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1 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). 4 G H M GROUP, L LC A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 1' 1' SEEDING DATES: MAINTENANCE: BEST POSSIBLE CLASS B STONE PAD I REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EARLY SPRING: FEB.15-MAR.20 FEB.15-APR.30 CONSTRUCTION SPECIFICATIONS (4'X4'Xt' MIN.) I EROSION OR OTHER DAMAGE. FALL: SEPT.1-SEPT.30 SEPT.1-OCT.31 CUT-oFF TRENCH ANTI-SEEP STABILIZED 1.CLEAR,GRUB&STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO ANTIFLOTATION BLOCK COLLAR OUTLET MAINTENANCE REMOVE TREES,VEGETATION,ROOTS AND OTHER OBJECTIONABLE MATERIAL. 2' DEEP 1.1 TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR SUMMER) SOIL AMENDMENTS: DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(1/2 INCH OR GREATER) SEEDING MIXTURE: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST,OR APPLY 3,000-5,000 LB./ACRE GROUND AGRICULTURAL REMOVE BRUSH,TREES,AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE CROSS-SECTION VIEW RAINFALL EVENT.CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE SPECIES RATE(LB./ACRE) LIMESTONE(USE THE LOWER RATE ON SANDY SOILS) 1,000 LB./ACRE 10-10-10 FERTILIZER. SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC ADEQUATE FLOW FOR SUBSEQUENT RAINS.TAKE CARE NOT TO DAMAGE OR UNDERCUT MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE THE WIRE MESH DURING THE SEDIMENT REMOVAL.REPLACE STONE AS NEEDED. NTS VEGETATIVE ESTABLISHMENT.PLACE TEMPORARY SEDIMENT CONTROLS BELOW NOTES GERMAN MILLET 40 MULCH: THE BASIN AS NEEDED. APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR STRAW BY 1.SEED AND PLACE MATITNG FOR EROSION CONTROL ON INTERIOR AND 7670 Raeford Road 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 2.EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL EXTERIOR SIDESLOPES. BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. EMBANKMENT.CUT THE TRENCH TO STABLE SOIL MATERIAL,BUT IN NO CASE 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE 11 HARDWARE CLOTH & GRAVEL INLET PROTECTION Fayetteville, North Carolina 28304 MAKE IT LESS THAN 2 FEET DEEP.THE CUT-OFF TRENCH MUST EXTEND INTO STANDARD 6.65. SEEDING DATES: BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST.MAKE 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO Phone: (910) 221-9901 MAY 1-AUGUST 15 MAINTENANCE: THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EMBANKMENT 1 FT.FROM BOTTOM OF BASIN. IF GROWTH IS LESS THAN FULLY ADEQUATE,REFERTILIZE IN THE SECOND YEAR,ACCORDING TO THE SOIL TESTS OR EXCAVATION AND COMPACTION EQUIPMENT,BUT IN NO CASE LESS THAN 2 FEET. 4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT.BETWEEN THE DRIVE STEEL POSTS 18"INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND Fax: (910) 826-4546 MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1.COMPACTION SKIMMER AND COUPLING. MAXIMUM 8'O.C.AND EXCAVATE A 4"X 8" NOTES: SOIL AMENDMENTS: TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT.KEEP THE TRENCH UPHILL ALONG THE LINE OF THE BOTTOM TRENCH FENCE R INTO THE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. POSTS. EXCAVATED I ENCH CH AND TURNED 1.our WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS. LB./ACRE 10-10-10 FERTILIZER. TOP&BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12"STAY SPACING. 3.EMBANKMENT-TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON MIN.10 GA.WIRE SEEDING SPECIFICATIONS 2. FILTER FABRIC SHALL BE A MINIMUM H WIN WIDTH AND THE PLANS.IT SHOULD BE CLEAN MINERAL SOIL,FREE OF ROOTS,WOODY INLET SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH#9 WIRE MULCH: STEEL POSTS STAY WIRES VEGETATION ROCKS AND OTHER OBJECTIONABLE MATERIAL.SCARIFY AREAS APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. MIN.1z-1/2 IN STAPLES THAT I LONG. FABRIC THAT DETERIORATES TO SUCH SEEDING MIXTURE: ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL.THE FILL MATERIAL PVC VENT PIPE EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE PROJECT INFORMATION LINE WIRES A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. BALL WITHOUT CRUMBLING.IF WATER CAN BE SQUEEZED OUT OF THE BALL,IT IS MIN.12-1/2 GA. MAINTENANCE: SPECIES RATE(LB./ACRE) TOO WET FOR PROPER COMPACTION.PLACE FILL MATERIAL IN 6 TO 8 INCH 3.STEEL POSTS SHALL BE A MIN.OF 5'HEIGHT AND SHALL BE CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND THE SELF FASTENER ANGLE STEEL TYPE. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2) COMPACT IT.COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION DESIGNED BY: BEN a EROSION OR OTHER DAMAGE. HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH a. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK AND AFTER EACH RAINFALL OCCURRENCE.ANY NECESSARY ,n LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY - - REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF SEEDING DATES: DRAWN BY: BEN EQUIPMENT,OR A COMPACTOR MAY BE USED.CONSTRUCT THE EMBANKMENT THE DEVICE SHALL BE MADE IMMEDIATELY. v TEMPORARY SEEDING/MULCHING SPECIFICATIONS(FOR FALL) COASTAL PLAIN: APR.-JULY TO AN ELEVATION 10%HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR 0 ' SETTLING. 000 ` Ik 5.REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO CHECKED BY: SCOTT o SEEDING MIXTURE: SOIL AMENDMENTS: 0 i j PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE N ui SPECIES RATE(LB./ACRE) 4.SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A /---___/____T - PRESSURE ON THE FENCE AS NEEDED. N APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST,OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE WATERTIGHT STRUCTURAL CONNECTION.SECURE ALL CONNECTIONS BETWEEN FLEXIBLE HOSE STEP 1 STEP 2 PROJECT NUMBER: 583 • AND 500 LB./ACRE 10-10-10 FERTILIZER. BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES.PLACE THE 5.TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE RYE(GRAIN) 120 BARREL AND RISER ON A FIRM,SMOOTH FOUNDATION OF IMPERVIOUS SOIL.DO CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR REPRESENTATIVE.THE ACTION WILL BE APPROVED WHEN THE ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL MULCH: NOT USE PERVIOUS MATERIAL SUCH AS SAND,GRAVEL,OR CRUSHED STONE AS EXTEND THE BOTTOM OF THE FABRIC 8"NTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE. SEEDING DATES: BACKFILL AROUND THE PIPE OR ANTISEEP COLLARS.PLACE THE FILL MATERIAL TRENCH AND TURNED OUT 4"IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. LU USE JUTE,EXCELSIOR MATTING,OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF AUGUST 15-DECEMBER 30 AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS,AND COMPACT IT UNDER AND DRAWING SCALE CICHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT O CHANNEL SIDE SLOPES ABOVE THIS HEIGHT,AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS,APPLY 4,000 EMBANKMENT.CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. SOIL AMENDMENTS: POSTS MAX 8'O.C. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. conlrncr WITH ITS FounlDnrloN WHEN COMPACTING UNDER THE PIPE PIPE SKIMMER CHOSEN SHAD- BE EQUAL TO THE FAIRCLOTH SKIMMER. HAUNCHES.PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL NOT TO SCALE 3 WIRE FENCE"HOG WIRE" -a - - OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION 1,000 LB./ACRE 10 10 10 FERTILIZER. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG Z EQUIPMENT.ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SKIMMER A � FILTER FABRIC C0 DRAINAGE DEVICES. SATISFACTORY MEANS TO PREVENT FLOTATION.IN NO CASE SHOULD THE PIPE _ _ MULCH: T _I Q #9 WIRE STAPLES 1-1/2"LONG Q CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE 1� �I _ �. I APPLY 4,000 LB./ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL. EMBANKMENT Is COMPLETE. I` r _ BOTTOM B WIRE FENCE AND M MAINTENANCE: \ f A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE FILTER FABRIC BURIED 8"IN A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY. s.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL.THE \I w EXCAVATED TRENCH 8 TURNED REFERTILIZE THE FOLLOWING APR.WITH 50 LBJACRE NITROGEN. = OUT 4"IN THE TRENCH � MAINTENANCE: ACHIEVEMENT OF PLANNED ELEVATIONS,GRADE,DESIGN WIDTH,AND INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF o REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL ~LOW DATE RELEASED OPERATION OF THE EMERGENCY SPILLWAY. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH IN LATE OR EARLY MARCH. 6.DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS. % I';.% STEEL POST DRIVEN FEBRUARY 25 U qw USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN �'--;__ 24"INTO GROUND , 2014 WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE AND A INSPECT THE EMBANKMENT FOR STEP 3 STEP 4 SECTION A-A a 7.CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY.REMOVE MAINTENANCE o DIVERT SURFACE WATER AWAY FROM BARE AREAS.COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY. n EMBANKMENT BEFORE THE AREA IS CLEARED. SHEET NUMBER 8.INSTALL POROUS BAFFLES AS SPECIFIED. 2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. S 3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE 9.AVOID STEEP SIDE SLOPES,AND FENCE AND MARK BASINS WITH WARNING PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. N REQUIREMENTSSIGNS IF . 4. IS LIKELY.FOLLOW ALL STATE AND LOCAL NTS 4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL. o - 6 , 0 0 8 TEMPORARY SEEDING SPECIFICATIONS 9 PERMANENT SEEDING SPECIFICATIONS 10 TEMPORARY SEDIMENT BASIN Ll SILT FENCE J 409 Chicago Drive-.Suite 112 PVC VENT PIPE­\INLET FayetteviLk North Carolina 28506 Noyes: Phone:(910)426-6777 fax: 1.GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL 5e 426-5777 Licennse Number:C-2354 \� DRIVE POSTS 24"INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND 2.INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.MAXIMUM 4'O.C.AND EXCAVATE A 4"X 8" THE BOTTOM OF THE FENCE 8"INTO THE BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN. TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT 4"INSUPPORT WIRE OR4r) ,51TL \\\ 00® POSTS. THE TRENCH. 3.DO NOT SPLICE THE FABRIC,USE A CONTINUOUS PIECE ROPE ACCROSS THE BASIN OR TRAP. "___,-STEEL POSTS 4.POSTS FOR THE BAFFLES SHALL BE 4'OC. EARTH BERM STEEL POST ��0� o L_U T i o N , NC MAINTENANCE FLEXIBLE HOSE �EN�wEE21Nc,�5urzvEYw� �ps caNSTRucTIONLAYouT� 1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH RAINFALL EVENT.MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED WITH STAPLES 2.REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE REACHES HALF FULL.TAKE CARE TO AVOID DAMAGING THE BAFFLES WHEN THE SEDIMENT IS REMOVED. % ELEV: A HIGH WATER SURFACE (10 YR) / //\ //\ PL 3.TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE 5 CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN ELEV: B NORMAL WATER SURFACE /�/�/ �/ SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. NCDENR REPRESENTATIVE.THE ACTION WILL BE \ \ \ \ \ \ \ \ APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER. STEP 1 STEP 2 STABLE. 35%OF SURFACE AREA \-- --ITC) /-/ � � ��\\�/ ��� MAINTENANCE 4.PLACEMENT OF BAFFLES: ♦�` •••••••• /� \ELEV: C ♦ QI` I BACKFILL THE TRENCH AND COMPACT THE SOIL /\/ ATTACH THE JUTE NETTING OR OTHER FABRIC INLET ZONE-35%OF LENGTH FROM ENTRY POINT ♦ • ( SS ••• \ •ELEV: D /\//\\//� /\ \/ APPROVED BY THE ENGINEER TO THE STAY WIRE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FIRST CELL-25%OF LENGTH FROM INLET ZONE FIRST CHAMBER ♦ •O` /0"^(�' INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE AND POSTS,EXTEND THE BOTTOM OF THE FABRIC FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. SECOND CELL-25%OF LENGTH FROM FIRST CELL 25X OF SURFACE AREA 7 7r i 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 •Q SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE ; \ \ TRENCH OR USE 8"EROSION CONTROL MATTING THAN THE WEIR. SECOND CHAMBER SEA 10' VEGETATED SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE STAPLES. 25%OF SURFACE AREA SHELF BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. Posrs MAX 4'O.C. �4 OUTLET ZONE TOP STAY WIRE OR ROPE 15%OF SURFACE AREA SEDIMENT STORAGE (1' MIN) REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. a ro JUTE NETTING OR EQUIVILENT G I NE .•',�1�♦� IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND FINOEXCC EXCAVATED NTTOM OF FABRIC BCHRgEDB" //�S'COrT•'�(�L;`�♦�♦ DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK = TURNED OUT 4"IN THE PERSPECTIVE VIEW / POND A B C D TRENCH,OR PINNED WITH 8" THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS. EROSION CONTROL MATTING I'MSTAPLES. / 1 102.20 99.10 94.10 93.10 IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING Low v 2 113.16 1 111.50 1 106.50 1 105.50 1 WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. rN STEEL POST DRIVEN •* CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK 24"INTO GROUND VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM a OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS. STEP STEP SECTION A-A AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO HE FINISHED GRADE OF THE TOPSOIL. NTS NTS NTS REVISIONS 1 WET POND X-SECTION WITH EARTH BERM 2 FAIRCLOTH SKIMMER 3 POROUS BAFFLES BELOW WATER SURFACE III TRENCH WIDTH III COMMON NAME SIZE SPACING TRENCH =1I I III�III, GRADE - WIDTH r 5 _ Lkw #EEDGE OF NORMAL_ -I I-I I=I I �� FOXTAIL 4 IN CONTAINER 24" O.C. MAXIMUM IIII w IIII�I I-ICI J I I= I= -I I I-I I PICKERELWEED 4 IN CONTAINER 24" O.C. MAXIMUM I-I I I I I I-III w w IL I" _ PIPE OUTLET TO FLAT AREA- -I I- ~ I- -I I-I I Ir 18" LIZARD TAIL 4 IN CONTAINER 24" O.C. MAXIMUM NO WELL-DEFINED CHANNEL �I I I F III I II� -I I II I II ° I I I UPLANDS (ABOVE WATER SURFACE) -_ I ° _ BULLTONGUE 4 IN CONTAINER 24" O.C. MAXIMUM A A -I I I I I I MI ° % ° I I-I I SHALLOW WATER PLANTS SHALLOW LAND PLANTS BLUE FLAG IRIS 4 IN CONTAINER 24" O.C. MAXIMUM _ DA I I -III ° III '-' _,-III 6" III-I I I-' M o -I - I -III ° - ° ° COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME ° ° 7„ I =1 ° UTILITY ° ° II ° FOXTAIL ALOPERCURUS HOWELLII JOE PYE WEED EUPATORIUM FISTULOSUM JOE PYE WEED 4 IN CONTAINER 24" O.C. MAXIMUM ° ° 12 III ° LINE 44 6" - °d ;I I-I° (DIAMETER ° ° RED CHOKEBERRY 1 GAL CONTAINER 48" O.C. MAXIMUM PLAN -� 1= -III IIB VARIES) 17. PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA I M I I ANTI-SEEPm. I -I ° ° ELDERBERRY 1 GAL CONTAINER 48" O.C. MAXIMUM I I 1 1- COLLAR -III �� ° a Aj LIZARD TAIL SAURURUS CERNUUS ELDERBERRY SAMBUCUS CANADENSIS L -I I I I I• I -J` I I=_ SILKY DOGWOOD 1 GAL CONTAINER 48" O.C. MAXIMUM p _ _ IIII ? III ° d4 °d ° ° IIIIIIII'_ BULLTONGUE SAGITTARIA LANCIFOLIA 1 - SILKY DOGWOOD CORNUS AMOMUM SWAMP MILKWEED 4 IN CONTAINER 24" O.C. MAXIMUM tD I- I I-I 4. d I I-I i -I I-III-I I-I III-III-I I-�I I1-1 I I�11 =I I- BLUE FLAG IRIS IRIS VIRGINICA SWAMP MILKWEED ASCLEPIAS INCARNATA PROJECT NAME- - FII _ 1 =II =-=11 II - PLANT SUPPLIERS LTER LAYER ANTI-SEEP COLLAR. ,= GRAVEL OR FABRIC I= CLASS B CONCRETE. NOTES * ALTERNATE PLANTS CAROLINA GREENERY, WEST END, NC 910-947-3150 SECTION A-A iI I I. I I MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200 SECTION A-A 1. PLANT SPACINGS SHALL BE A MAXIMUM OF 24 INCHES ON CENTER. PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794 2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673 WEST PLAN VIEW 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. **VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM NTS 4 LSAND ADJACENT HE WET POND SHALL BE SEEDED WITH BERMUDA TS THAT THE ELEVATIONS SHOWN ABOVE ARE TO THEINISH GRADE OF TTHE O IB DE ADJUSTED TO OOFDED TI GRASS FFOR A PERMANENT GROUNDCOVR AREAS SUCH TOPSOIL. NTS HAMPTON 5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL. 5 ANTI-SEEP COLLAR 6 VEGETATED SHELF PLANTING DETAIL PHASE II NOTES NOTES: A "ZERO LOT LINE" 1. LA IS THE LENGTH OF THE RIPRAP APRON. 1.INSTALL SILT FENCE PER STD.SILT FENCE DETAIL. TOP OF POND SEE PLAN FOR PIPE OUTLET TO 2. D = 1.5 TIMES THE MAXIMUM 2.LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER. STEEL FENCE POST RIP RAP WELL-DEFINED CHANNEL STONE DIAMETER BUT NOT LESS THAN 6". 3.PLACE RIP RAP WITH CARE.DO NOT TEAR SILT FENCE FABRIC. WIRE FENCE THICKNESS DEVELOPMENT A A 3. IN A WELL-DEFINED CHANNEL EXTEND HARDWARE CLOTH THE APRON UP THE CHANNEL LIFTING LUG BANKS TO AN ELEVATION OF 6" MAINTENANCE NOTES: FILTER OF 1" DIAMETER ABOVE THE MAXIMUM TAILWATER WASHED STONE 3 DEPTH OR TO THE TOP OF THE BANK,WHICHEVER IS LESS. 1.REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE 3' FILTER FABRIC /1//1//1//� g ��//�//�// DETAILS ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE 4 NSTALLEDA FILTER FBBRIC ETWEENR HE RIPRAP BE UNDERMINING THE FENCEPRESSURE ON THE DURING CLEANOUOUTLET.TAKE TEREMO TO OI& ON GROUND \//j\/j\/j/� I a /�\/j\\/j\/ 3/4"x3/4" ALUMINUM BA a AND SOIL FOUNDATION. w REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH ,� w /�/ SEDIMENT. \//�// ////// N /�/� PLAN GRAVEL OR FABRIC FILTER FABRIC INBENCH EDGE F \ 2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT / AFTEERDEPOSITS AND THE CONTRIBUTING BUT NGNG THE AREA DRAINAOGERADE AND AREA HAS BTEENLIZE IT PROPERLY SECTION VIEW SEE SPLANSFORE L STABILIZED. THICKNESS /� //\/� \\/�\/�\/�\/�/ / � SEE PLAN FOR THE INVERT OF HE SPILLWAY WHICH IS THE ELEVATION TOP OF SILT FENCE FILTER FABRIC WHERE THE FABRIC _ MUST BE AT LEAST 1' SILT FENCE SEE PLAN FOR MEETS HE STONE ABOVE THE TOP OF SPILLWAY WIDTH I I_I I I-III I I1 �=1I 1=1 D THE WASHED STONE 4' MIN. III-III=1-. ,- 11=III=III=111- I' :III=III=11 H 1=III= °----,--- _ ------;-- ---I ----- - - SPILLWAY CROSS SECTIONCLIENT ------- --- -1II-III-III II=III- FILTER LAYER M. -III-III-I GRAVEL OR FABRIC SECTION A-A OF STONE 1.INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL.THE ACHIEVEMENT - -J HE IGHT 18" MINIMUM OF PLANNED ELEVATIONS,GRADE,DESIGN WIDTH,AND ENTRANCE AND EXIT MAINTENANCE __ _ _I _ _ _ _ CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE INSPECT RIPRAP OUTLET STRUCTURES WEEKLY _ I I I I_I I I-I _ __ AND AFTER SIGNIFICANT G INCH OR GREATER) II I I I-III-III III I =III I I- EMERGENCY SPILLWAY. G H M GROUP L L C RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN 2.ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO BURY WIRE FENCE, APPROVED BY THE DESIGN ENGINEER. PREVENT FURTHER DAMAGE. FILTER FABRIC, AND HARDWARE 3.MAX SIDE SLOPES ARE 3:1 FRONT VIEW CLOTH IN TRENCH STEEL FENCE POST SET MAX 2' APART NTS MIN. 18" INTO SOLID NTS NTS NTS GROUND 7670 Raeford Road 4 TYPICAL RIP RAP APRON 7 SILT FENCE OUTLET 8 EMERGENCY SPILLWAY 9 TRASH RACK Fayetteville, North Carolina28304 Phone: (910) 221-9901 5,",,,, NOTES: FLARED END SECTION DIMENSIONS Fax: (910) 826-4546 r1.5' 1.USE FOR DRAINAGE AREAS NOT PIPE DIA ID WALL OD L A B C E F G H J K M TRASH RACK `.`, 1'THICK #57 FILTER STONE + EXCEEDING 5(FIVE)ACRES. 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" 2.EARTH BERM SHALL BE STABILIZED W/ 18" 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" 3600 CU.FT/ACRE ^ SEEDING ACCORDING TO SPECIFICATIONS. 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" PROJECT INFORMATION 3.FILTER STONE TO BE A DEPTH OF 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" / A RISER \��/�\\/�\��\////// 1 FOOT ON THE DAM SIDE 48" 1 48" 1 5" 1 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" a a" PVC SCREW \�����`\� \�` DESIGNED BY: BEN w \ TYPE PLUG FILTER FABRIC OR DRAWN BY: BEN CROSS SECTION SR ri �\ 4" PVC STUBBED ETTLEIMENT 1.NOTES:ALL CONCRETE TO BE 4000 PSI. j �\\ \FINISHED N / //GRADE INTO BOX 4" PVC TEE EMERGENCY CHECKED BY: SCOTT // EMERGENCY PASS 2. REINFORCEMENT STEEL MEETS ASTM 615 /\/\/\/\ 21"MIN 6"BELOW GRADE 60 . N jj TEMPORARY POOL SSEETTLEDT P 3. ALL EXPOSED EDGES CHAMFERED 3/4" PROJECT NUMBER: 583 J y VDA OD F G E 4. PIPE TO BE GROUTED INTO FLARED END 0C 4'MIN. w PERMANENT POOL SECTION JOB SITE BY CONTRACTOR.= 1.5' 5. PRECAST FES STRUCTURES SHOULD BE POSITIONED AROUND AN EXISTING PIPE OR PIPE L2- INSERTED INTO FES. FLARED END SECTIONS -D �� SHOULD BE PLACED ON A PREPARED FOUNDATION DRAWING SCALE U 2:1 SIDE SLOPE MAX • g - �JI AS SPECIFIED BY THE ENGINEER. 3 1/4•PER Ff FILTER FABRIC EXIST.GRADE K- 6. COMPACTION OF BACKFILL MATERIALS SHALL BE -o AS REQUIRED BY THE ENGINEER. NOT TO SCALE 0 --1L 1:1 SIDE SLOPE MAX TOP VIEW N 4" PVC CAP WITH CLASS B RIP RAP U \j\ 3.25" DRILLED HOLE (RI-85)1.75" DRILLED HOLE (RI-87) �i i�M B MAINTENANCE STONE SECTION DESIGN OF SPILLWAYS U SECTION A-A TYPICAL ORIFICE OUTLET CONFIGURATION DATE RELEASED DRAINAGE AREA WEIR LENGTH INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE (ACRES) (FT.) <� NOTES DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND 1 4.0 OD H J ID FEBRUARY 25, 2014 REPLACE THE CONTAMINATED PART OF GRAVEL FACING. y 1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG 2 8.0 a STRUCTURE A(FT) B (FT) C IN D Ff HOLES HE THREE RECEIVING SIDES. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE 4 10.0A 2. MINIMUM SEPARATION OF 1.5 TIMES HE DIAMETER OF SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT.BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY 5 12.0 o RI-85 100.90 98.50 3.25 99.10 1 THE WEEP HOLE SHALL BE MAINTAINED BETWEEN HE FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED SHEET NUMBER E WEEP HOLES.RI-87 112.50 109.50 1.75 111.50 1 3. OUTSIDE RISER DIMENSIONS: L=4% W=3'2" FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. DIMENSIONS SHOWN ARE MINIMUM C = INSIDE RISER DIMENSIONS: L=3', W=2'2" WALL m STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM L _ NTS THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. NTS rE NTS SECTION VIEW OUTLET VIEW -6 , 1 0 10 STORM BASIN RISER WITH ORIFICE DETAIL 11 TEMPORARY SEDIMENT TRAP Ll FLARED END SECTION J 409 Chicago Drive-.Suite 112 G ® FayetteviLk North Carolina 28506 a.00'[1.zzM] Phone:(910)426-6T77 \��\ 4.00'[1.22M] Fax:(910)426-5777 8.00'[2.44M] • License Number:C-2354 • • TRM INSTALLATION � � 2.00'[0.61M] 8.00'[2.44M] 2.00'L [0.61 MI T • I 12" 4.00'[1.22M] 4.00'[L22M] �5 o L U T i o N�5, I N C • • g 0.7 STAPLES PER SQ.YD. t;�t A 1 m m m 2"-5- (0.8 STAPLES PER SQ.M) \// \ E" 0.7 STAPLES PER SQ.YD. LNC,INEE2IN 51J 2VEYINC, C,PS CONSTRDCTIO LAYOUT (0.8 STAPLES PER SQ.M) 2.00'[0.61 M] 1.50'[0.46M] 1.50'[0.46M] ( f O 2 3.00'[0.91 M] • • 2.00'[0.61 M] 3.00'[0.91 M 4.00'[1.22M] • • 4.00'[L22M] • ] • • •� • 2.00'[0.61 M] L 2.00'[0.61 M] 2.00'[0.61 M] 2.00'[o.61 M] 3B ^^ /\ W W W+W W W W • • • • • • 4.00'[L22M] • • 4.00'[L22M] W/\/\ • • 4.00'[1.22M] • • • • 4.00'[1.22M] • (1. STAPLES PER SQ.YD. '(2. STAPLES PER SQ.YD. '(1. STAPLES PER SQ.YD. (2. STAPLES PER SQ. M) (1.5 STAPLES PER SQ.M) (2.0 STAPLES PER SQ.M) (1.5 STAPLES PER SQ.M) (2.0 STAPLES PER SQ. M) r,3• O5 ••• ••• ••• 1.50'[0.46M] • 1.50'[0.46M] 3.00'[0.91 M] • 1.50'[0.46M] 3.00'[0.91 M] • 11..0500'[[00..4360MM] 3.00'[0.91 M] • • • 3.00'[0.91 M] • • • • 4• • • • .22M] 4.00'[1.22M] 1.00'[0.30M] 2.00'[0.61 M] 2.00'[0.61M]I0 •• •• 4.00'[1.22M] 1.00'[0.30M] • • • • • • • 3.4 STAPLES PER SQ.YD. 3.6 STAPLES PER SQ.YD. 3.4 STAPLES PER SQ.YD. 3.6 STAPLES PER SQ.YD. (4.1 STAPLES PER SQ.M) (4.3 STAPLES PER SQ.M) (4.1 STAPLES PER SQ.M) (4.3 STAPLES PER SQ.M) NT NT REVISIONS 2 STAPLE PATTERN FOR W ROLLS 3 STAPLE PATTERN FOR 4' ROLLS 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. MAINTENANCE: PROJECT NAME 1.INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL. 2.IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET. 3.IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS,THE BLANKET SHOULD BE REMOVED AND THE AREA RESEEDED.AFTER RESEEDING,THE BLANKET SHOULD BE WEST REINSTALLED. NTS HAMPTON 1 EROSION CONTROL BLANKET INSTALLATION PHASE II A "ZERO LOT LINE" DEVELOPMENT DETAILS CLIENT GHM GROUP, LLC 7670 Raeford Road Fayetteville, North Carolina 28304 Phone: (910) 221-9901 Fax: (910) 826-4546 PROJECT INFORMATION DESIGNED BY: BEN a DRAWN BY: BEN M CHECKED BY: SCOTT N N N PROJECT NUMBER: 583 J_ Q W DRAWING SCALE U NOT TO SCALE Z W 0 M N M DATE RELEASED J FEBRUARY 25, 2014 a 0 9 SHEET NUMBER -6 , 2 L N C O J 409 Chicago Drive-5uite 112 v BACK OF CURB z v Z Fayetteville.North Carolina 28506 m FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2"±1/8"THICK. O m 0 v X SEE STD.NO.840.03 USE CLASS"B"CONCRETE THROUGHOUT. -(n v S -(n Phone:(91o)426-6777 TOP ELEVATION H> EXPANSION JOINTS H C' Z 5/8" 1'-0" USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Z Q Q Q Fax:(9i0)426-5777 6500 DEDUCT FOR PIPE(S)FROM TOTAL CU.YDS.OF BRICK MASONRY. Z H 77 fn p p 8 E�I 4'-6" 4'-6" Z License Number:C-2554 0-n� Y Y USE#4 BAR DOWELS AT 12"CENTERS. J W=U C Q T1� I �{ J =V r Z N PROVIDE ALL CATCH BASINS OVER 3'-6"IN DEPTH WITH STEPS 12" LL p 0=Z r 0 X D #4 BARS "V" 6 16 STD.840.03 FRAME, LL O(L=Z 4 m p>=> jfA _ - ON CENTER.USE STEPS WHICH COMPLY WITH STD.DRAWING 840.66. 0 ^ m ;_> @3 EQUAL SPACES I GRATE&HOOD 0 ^ V I W = - C7 1 1/2" 1 1/2" WQZ = 0-n D C� m USE TYPE"E","I'"AND"G"GRATES UNLESS OTHERWISE INDICATED. Q Z z>m B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~V Q = z>m 3' (�(����(�� ~V Q W O 'L� I (/� C)p 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. _ O J -p o p I1111fIIDIIlIlIlIlIlJO H 2 w O J 5 O`u T I O , I N\j Z +n 0-n MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX,ADD TO SLAB ~Z z O-n �ff�����m Cn�~z =0 r LL p Q =O r UAMUUUII�HU ir LL p Q ENGWEE2ING SURVEYING ;F-) CONSTRUCTION LAYOUT - g D AS SHOWN ON STD.NO.840.00. n �- _ - 0 0-w Z MIN. FOR 8'-0"IN HEIGHT OR LESS,USE 8"WALL. OVER 8'-0"IN HEIGHT,USE 0 O N Z R `� R �' 6-0" >>D 12"WALL TO 6'-0"FROM TOP OF WALL AND 8"WALL FOR THE REMAINING Z D y D z�> �� - Cn p¢ �¢ PLAN �- 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. a� N- a a a 0 p PLAN X w p W CO U)U) LL w CONSTRUCT WITH PIPE CROWNS MATCHING. W� W CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES z SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". z m D 00 TOP ELEVATION DRAWING NOT TO SCALE. 4 d a d TOP ELEVATION N O Cl) U� C- U EXPANSION JOINT USE ON FLAT GRADES 2 o AND UNDER ^^p FRAME, SEE STD. O.840 03 HOOD TOP ELEVATION STEPS-STD.NO.840.66 T N```�� C~'`O� ''��/ 8 8" STEPS-STD.NO.840.66 `S� EXPANSION JOINT 3 0 3-0" DEPRESSED GUTTER LINE Q• 0F(�SS/O•.• �i • SEA MIN. MIN. -- - - - - - - f f •4� �•. A TO�ELEVAN PLAN OF TOP SLAB SECTION S-S _ Z - 6 A 0 z ELEVATION 0 02 4 0 1 0 6„ B E LL NORMAL CURB AND GUTTER ON LIGHT GRADES LL T� N J I E T Z CTU Z N T Z N NORMAL GUTTER LINE Z •••G NE••• ��� = G (n - = TOP ELEVATION (n �� S • �� � ^ c � Qw � (� „ 6" � Qw ��i� C�TT " N Z SECTION Y-Y 8" 8" IV N 8" E #8 W" BARS #4 BAR 8" EXPANSION JOINT M N T MIN. Q CO a � - W d / D 8" D MIN. D 8" w a D #4 BARS "V" USE ON GRADES OVER 2% _ 0 Z MIN. MIN. RISER HT. Ir Q = v @3 EQUAL SPACES - iv T Q = - C D VARIES _ J LO C > D6'-0" I Ln � 6" MIN. ;, Q ~ 0 X EXPANSION JOIN ,,t T Q 10"MAX 01 0 v a..: 1 M p Q w e n v 1.0" p � SECTION J-J 6"MIN. • ' Z U = _ v #4 BARS "U" 1 1/2" 6"T'I DEPRESSED GUTTER LINE ZQ U = � ~i- - MIN. WHERE 30"TO 36"PIPE IS USED TT Q ~ TT X ELEVATION ~ v D E T SECTION M-M . 3 SEE NOTE Y N W D ~ Y N m D I WHERE 42"TO 54"PIPE IS USED O r m D SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES Cl) U CN REVISIONS Z WHERE 30"TO 36"PIPE IS USED = Z = RISER HT. Cl) LL Cl) Z VARIES E J M Z G) MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN(BASED ON MIN.HEIGHT,H,WITH NO RISER)* J M Y.1 Y.1 0 _ __ - --- J - J C7 -n DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS.CONC.IN BOX BRICK MASNARY DEDUCTIONS L� 0 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICKMSNR. TOTAL ONE PIPE Z � B M == - M LLJ X D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONC. IN WALLS BRICK AND ' CONCRETE C.M. R.C. W F A I A 12" T-O" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042 1 15" 3'-0" 2'-2" T-O" 0.281 0.281 0.963 1.244 0.031 0.047 I 1 m 0.281 0.281 1.043 1.324 0.044 0.065 LL 1 24" T-0" 2'-2" T-9" 0.281 0.281 1.204 1.485 0.078 0.121 30" T-0" 2'-2" T-4" 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 T36" T-0" 2'-2" T-10" 4'-9" V-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 WHERE 42"TO 54"PIPE IS USED Lill; 42" T-0" 2'-2" 4'-5" 5'-3" V-5" T-6" 4 V-9" 3 T-3" 3 T-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371 48" T-0" 2'-2" 5'-0" 5'-9" 2-4' T-6" 4 2'-6" 4 T-3" 3 T-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477 SHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 SHEET 2 OF 2 54" T-O" 2'-2" 5'-7" 6'-3" 2'-7" T-6" 4 T-O" 6 T-3" 3 T-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2 840.01 OF RISER CONSTRUCTION PLAN PLAN 1840.01 840.0 1 *RISER HAS.321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01 BRICK CATCH BASIN NTS BRICK CATCH BASIN NTS FRAME,GRATE AND HOOD GENERAL NOTES: z v Z v M BACK OF CURB SEE STD.NO.840.03 USE CLASS"B"CONCRETE THROUGHOUT. O(� v m S O(n X PROVIDE ALL CATCH BASINS OVER T-6"IN DEPTH WITH STEPS 12" �>- EXPANSION JOINTS >_ z 5/8• ON CENTER.USE STEPS WHICH COMPLY WITH STD.DRAWING 840.66. Q Q Q Z Q Q Q y00 Z~� Fn00 6 E� 4'-6" 4'-6" Z~� . 0 TI� TOP ELEVATION OPTIONAL CONSTRUCTION-MONOLITHIC POUR,2"KEYWAY,OR#4 BAR DOWELS AT M () � M 0 D ' 12"CENTERS AS DIRECTED BY THE ENGINEER. LL J O= D 0 6" 6" LL J O= r Z-A�(A Y '�":. Y q + p a p z r-z--1 #4 BARS "V" STD.840.03 FRAME, 0 a(9 z m 0�=D A L - - USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. p w N- m p�]=D @3 EQUAL SPACES GRATE&HOOD p w(n= 0 T1 D n IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX,ADD TO SLAB WQZ = D n 1 1/2" 1 1/2" W = ==z>m 00 ••� in AS SHOWN ON STD.NO.840.00.cn;a a()Q0� ==NDm 3" Q()Q0� Z 0-0 O 0 6" B 6" = USE TYPE"E","I'"AND"G"GRATES UNLESS OTHERWISE INDICATED. t-_ Z J Z Q O E H= Z J =0 r-7 FOR 8'-0"IN HEIGHT OR LESS,USE 6"WALLS AND BOTTOM SLAB.OVER N W LL p Q n m O r IUUTAAAAAAJ��oo NW LL p Q D D D 8'-0"TO 16'-0"IN HEIGHT,USE 8"WALLS AND BOTTOM SLAB. ADJUST Z p D D D R w R w 0 N •• QUANTITIES ACCORDINGLY. io CONSTRUCT WITH PIPE CROWNS MATCHING. ~> �_ ?Q ?U¢ PLAN (L (n PLAN I CHAMFER ALL EXPOSED CORNERS1". W CL �0 rn LEA w a. 0 W PROJECT NAME 10i3 SEE NOTE w� W� LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES Z X DRAWING NOT TO SCALE. z ¢¢ ¢¢ 0 TOP ELEVATION SECTION X-X ~ d A DO 7Uw' TOPIm ~ ih Ud USE ON FLAT ELEV. EXPANSION JOINT GRADES 2%AND UNDER TOP ELEVATION WEST - - - -- - -- - FRAME GRATE AND HOOD SEE STD.NO.840.03 STEPS-STD.NO.840.66 STEPS-STD.NO.840.66 S I _ I DEPRESSED GUTTER LINE EXPANSION JOINT 3'-0" � 3'-0" A i 6„ TOP ELEVATION ------- - - - - - - PLAN OF TOP SLAB SECTION S-S M HAMPTON Z "� _ _ _ 0 w n Z ELEVATION 0 Z 00 1 o i B T E�zo A O W O G) NORMAL CURB AND GUTTER ON LIGHT GRADES O � N E- t z � � � za PHASE II _ a - = NORMAL GUTTER LINE m (n _ = j ry (n 6" E #8 "W" BARS 44 BAR 8 EXPANSION JOINT 6" LLI N SECTION Y-Y s" c s" Q Z a N m TOP Q = a D O a D #4 BARS "V" USE ON GRADES OVER 2% ELEV. U a A "ZERO LOT LINE" = 0 z D � D 0 - _ � Z @3 EQUAL SPACES � 0 v U m v ~ D RISER HT. C -1 D> VARIES C DEPRESSED GUTTER LINE i " � 6' DEVELOPMENT Ln ^ v 41�6M - Q U EXPANSION JOINT MAX a = v 6" T SECTION J-J L Z = _ -1 0 #46ARS "u° 11/2" M M Z w = v T Q Q ~ n ELEVATION Q ~ ~ W {' WHERE 30"TO 36"PIPE IS USED SECTION M�M , ~ C) N _ DOWEL w N m D SEE NOTE O C m SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES O CM WHERE 42"TO 54"PIPE IS USED = Y W = �., DETAILS V) Z WHERE 30"TO 36"PIPE IS USED 0) 1� z MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN.HEIGHT,H,WITH NO RISER)* Z -n RISER HT. J cn 0 DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS.CONC.IN BOX DEDUCTIONS J Z VARIES 0 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT.CONC ONE PIPE U' O O J J Z m Z O D A B H SLAB FPR MINIMUM Z W � NECNT.N C.M. R.C. W U C G E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB B ••:•' •• * '. 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.281 0.772 0.015 0.026 6„ p 15" 3'-0" 2'-2" 3'-0" 0.281 0.829 0.023 0.036 A 18" T-O" 2'-2" T-3" 0.281 0.887 0.033 0.049 _ 2 ¢ 24" T-O" 2'-2" T-9" 0.281 1.001 0.059 0.085 r : UL DD a 30" T-O" 2'-2" T-4" 4'-3" T-2" 4'-0" 4 V-5" 2 T-9" 3 T-9" 39 0.123 0.374 1.433 0.092 0.127 WHERE 42"TO 54"PIPE IS USED .•;• , 36" T-O" 2'-2" T-10" 4'-9" T-8" 4'-0" 4 1'-11" 3 T-9" 3 T-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 DETAIL SHOWING METHOD �••: S 48„ T-O" 2'-2" 5'-0" 5'-9" 2'-0" T-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.410 2.052 0.235 0.317 SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 54" T-0" 2'2" 5'-7" 6'-3" 2'-7" T-2" 4 2'-10" 5 T-11" 3 2'-11" 41 0.180 0.448 2.387 0.297 0.401 SHEET 2 OF 2 84U OZ 840.02 840.02 RISER HAS.321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.02 CLIENT CONCRETE CATCH BASIN NTS CONCRETE CATCH BASIN NTS o� oN GHM GROUP, LLC 00 �} - 2 3/4" �} <-A 43' NOTE: USE TYPE 'E",'IF"AND"G"GRATE <� DETAILS SHOWNING TYPES OF GRATES Z Q Q Q Z 2'-11 3/4" Q Q Q 0 O UNLESS OTHERWISE NOTED. co P ,3/4 P Z�?�V _O 0 USE ACCORDING TO WATER FLOW. 1 1/2" Z mZ _ B ONE OF THE FOLLOWING FISH LOGOS MUST APPEAR ON HOOD I a �7 T0 p a 0 z Wi z _ g Q p a 0 z 0 >0 DU NO FLOWS TO WQZ = m�>0 WQZ = -0 D DUMP NO WASTE[DRAINS TO WATERWAYS N= 0 DW(/)- -n= z>m I W♦\ TE! RIVE T °NOAN R°N woes MADE IN USA MO DAY/R U Q LL 0 = Z D m TYPE "G" TYPE "E" TYPE "F" A A 1" T I-L) LL O __(n� 2 1/8" II I 2 1/8" Q 0- __(n 9 7/8" Q Q p- 0 800 Djw � A?JONnoj •s�n F� F� zG�OrOm N N LU N��zJ zc)000 M N��zJ 7670 Raeford Road C7 SECTION-LL SECTION-MM 0 0 0 C7 O O N Fayetteville, y>> a E - _ _ - Z 0 y>> WATER FLOW SAG WATER FLOW f g 7/g" Z y North Carolina 28304 �<„o M A a A 2 3/8" LU o o w o Fa one: (910) 221-9901 826 4546 Z ALIGN FRAME WITH INSIDE p Z C3 �n t EDGE OF WALL TO ALLOW �{ B L FOR VERTICAL ADJUSTMENT WALL SECTION 1 1/2" 5/8" B SECTION-BB SECTION-PP SECTION-NN SECTION B-B PROJECT INFORMATION -n PLAN bo Z -n 1 3/4" 2 1/4" Z a Z FRAME,GRATE,&HOOD ASS'Y J � 3/4' a Q O TI m DESIGNED BY: BEN i WATER FLOW - SAG WATER FLOW f N Ur) 00a � � Z 00a 11111111 m ic e 6" 2'-0" 6" LL = m m g r SECTION A-A = DRAWN BY: BEN N - CO Z U Cn Z_ = U CHECKED BY: SCOTT O I'n = Ego 1 3/4" ❑ Q Z Ill TYPE 'IF" TYPE "E" TYPE "G" ?� ❑ Q PROJECT NUMBER: 583 30 a� 1 3/4" rn Z U Q Z U D D N Q O D 9 RAISED FLOW ARROW Q ¢ z K K EP o 1 3/4' 0 0 > Z P 1/16"HIGH 2 3/4" (n 0 z � D L M - N N Q Z O RAISED FLOW ARROW 2 3/4" v m � °' w o m � 1/16"HIGH �{ o w w o DRAWING SCALE > cn v SECTION-AA o H Z > (n v I D O N p Z v Z Q Q v O z Q a n Z v L M "' �� 7_--_� `° C7 n Z D O 1 1/2„ 1 1/2° m NOT TO SCALE o ❑ .� FRAME PLAN N = O ❑ * M N Z M ( 1 Z SECTION-JJ Cl) W (7 Z 1/8" `° Cl) LL O 2 = 0 3/4" 3/4" 5 5/8" J 2LILI = 0 O 1/8" r� J G Cl) o W 0 TI 11/16 v1s" 3'0 7/8" 1/2" O Q W 0 I O iv 9 1 3/4" U' Q CI v O 0 R 3"R w N 0 P 1/8" 1 1/2" 1 1/2"R ,z,•I W DATE RELEASED N ❑ M a 'v LL O - ❑ 1 1/2" 1 3/4" 1/8" LL O z / N _ LL Z 2'-11 3/4" 2'-11 3/4" LL FEBRUARY 25 2014 1 1/2" 6„ 2�_0„ 6„ - � 1/2" I 1/2" `� e 3/4" l �J a 3 1/2" 3'_0" 3 1/2" 3/4" O 1/2" 1 1/2" 7/8" I 4 3/4' I E SECTION-KK 1 3/4" SECTION A-A SHEET NUMBER = 2' 11 1/2„ III ff� 4 5/8" SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F 7t SECTION A-A SHEET 2 OF 2 840.03 HOOD ELEVATION SECTION-RR 840.03 840.03 TYPE - G 840.03 C-6 , 5 FRAME, GRATES, AND HOOD NTS FRAME, GRATES, AND HOOD NTS J 409 Chicago Drive-.Suite 112 v Z v Z FayetteviLk North Carolina 28506 v m o(n v U GENERAL NOTES: O N Phone:(91o)426-6777 GENERAL NOTES: MORTAR JOINTS 1/2"±1/8"THICK. 2"WEEP HOLES t- Y t->_ Q Q• USE CLASS"B"CONCRETE THROUGHOUT. Q Fax:(910)426-5777 Z Y USE CLASS"B"CONCRETE THROUGHOUT. Q Q Z Q Q \� 6500 PROVIDE ALL DROP INLETS OVER T-6"IN DEPTH WITH STEPS 12" Z_w 0 O O USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Z_�� License Number:C-2354 O-9;N ON CENTER. USE STEPS WHICH COMPLY WITH STD.DRAWING 840.66. W J O= - O USE#4 BAR DOWELS AT 12"CENTERS. ILL J = - mz;_ OPTIONAL CONSTRUCTION-MONOLITHIC POUR,2" KEYWAY,OR#4 BAR DOWELS AT 11Z�_z m z�_-1(j) r DEDUCT FOR PIPE(S)FROM TOTAL CU.YDS.OF BRICK MASONRY. O 0 d 0 z \\\ 0 D�D ri 12"CENTERS AS DIRECTED BY THE ENGINEER. W �_= O D�D /� X PROVIDE ALL CATCH BASINS OVER 3'-6"IN DEPTH WITH STEPS 12" W N=_ 4r) 5711 _„Z>m X X USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB. t-V Q LL 0 = z>--I ON CENTER. USE STEPS WHICH COMPLY WITH STD.DRAWING 840.66. llll5o u T i o N i N c -O in c)O AS SHOWN ON STD IF REINFORCED NNOE840 OTE IOPE IS SET IN BOTTOM SLAB OF BOX,ADD TO SLAB _ O W '• _-p o O OF SECTION USE BRICK R CONCRETE OF E BLOC STANDARD SPECIFICATIONS.FOICA LIES WITH THE REQUIREMENTS _ O W ' _C 0 r CONSTRUCT WITH PIPE CROWNS MATCHING. Q =0 r IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX,ADD TO SLAB Q ENONEERW� SURVEYING C,P5 CON5TP-UCTION LAYOUT 00��� ��LLO� 0c��0� AS SHOWN ON STD.NO.840.00. NIWLLO< G�Z INSTALL 2"WEEP HOLES AS DIRECTED BY THE ENGINEER. O O(n C Z O O cn >>> INSTALL STONE DRAINS,OF A MINIMUM OF 1 CUBIC FOOT OF NO.78M STONE IN A Z D>> FOR 8'-0"IN HEIGHT OR LESS,USE 8"WALL. OVER 8'-0"IN HEIGHT,USE z <-1 POROUS FABRIC BAG OR WRAP,AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. ~ 12"WALL TO 6'-0"FROM TOP OF WALL,AND 8"WALL FOR THE REMAINING F:> CAI- IIZ 10 N- 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. d 0 O CHAMFER ALL EXPOSED CORNERS 1". W O W Z DRAWING NOT TO SCALE. Z CONSTRUCT WITH PIPE CROWNS MATCHING. rcaY DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC. Y CHAMFER ALL EXPOSED CORNERS 1". PLAN PLAN DRAWING NO TO SCALE. 0%II "IN// WITH GRATE&FRAME REMOVED `����N CAR04 //,V WITH COPING REMOVED `2Q•:oFeSS/O•• BRICK COPING(INCIDENTAL) _ T9 BRICK COPING(INCIDENTAL) 4� SEA �•� Ill I1I TOP ELEVATION TOP ELEVATION Z O � Z FRASTD.ME & RA O � 0 r STD.540.16 FRAME 'v W W FRAME&GRATE LL • ` Z Cn &GRATE #4 BAR Z J W ( Z W �� I NEB••' `�♦♦ _ - Z_ _ �_ = T 8" A 8" - / S t�L N � T 6" A 6" 6 B 6 T Q a LL1a N 0 8 B 8' Q Z a �1011��u����````` � qz spa � Ta _ - a U.2Z5-1y _ � z _ o = z o 0 - m v v M O v o p M Q W 0 SEE NOTE Q p o v o w W o O v o m 0 v Q W � #4 BAR Q ,Y1 � DOWEL Cl) �/ r m > 3" MAX PIPE THIS SIDE - 1 Cn U � REVISIONS D LL 2 SEE NOTE DOWEL(SEE NOTE) MAX PIPE THIS SIDE 18 V z Z Cn Z m Z SECTION X-X SECTION Y-Y �, m SECTION X-X SECTION Y-Y p �I G I _ m O Z U O DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN.HEIGHT,H) i I Z � DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN.HEIGHT,H) W DIMENSIONS OF BOX&PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR DOWEL W DIMENSIONS OF BOX&PIPE CUBIC YARDS DEDUCTIONS FOR PIPE SPAN WIDTH MIN.HEIGHT CONIC.IN BOX ONE PIPE PIPE SPAN WIDTH MIN.HEIGHT CONCRETE BRICK MASONRY ONE PIPE T TAL BOTTOM WALL PER TOTAL BRICK D A g H BOTTOM WALL PER FcONGRETE C.M. R.C. D A B H SLAB FOOT HT. M NsONR HEIGHT, C.S. R.C. SLAB FT.HT. necnT.n 12" T-O" 2'-O" 2'-O" 0.222 0.222 0.222 0.015 0.026 12" 3'-O" 2'-0" 2'-0" 0.268 0.313 0.522 0.020 0.032 15" 2'-3" 0.648 0.023 0.036 15" 2'-3" 0.268 0.313 0.600 0.031 0.047 18" 2'-6" 0.703 0.033 0.049 18" 2'-6" 0.268 0.313 0.678 0.044 0.065 24" 3'-0" 0.814 0.059 0.085 24" T-O" 0.268 0.313 0.835 0.078 0.113 SHEET 1 OF 1 30" 3'-O" 2'-0" T-6" 0.222 0.222 0.814 0.059 0.085 SHEET 1 OF 1 SHEET 1 OF 1 30" T-O" 2'-O" 2'-6" 0.268 0.313 0.991 0.122 0.170 SHEET 1 OF 1 840.14 840.14 840.15 840.15 CONCRETE DROP INLET NTS BRICK DROP INLET NTS M SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE z0 m z0 IF SPECIFIED. - 0 1 1/2" 3'-6" U) <. Z STATE USE OF SYSTEM ON COVER Q Q Q <. Z I Q Q Q N O O (I.E.:SEWER,STORM DRAIN, ELECTRICAL) Z O o 1" DEPRESSION iv 1 1/2 Z no Dz-1-1y yid.• LL JO=C) Dz_•I,-p� 1 5/8" �� 1 5/8" F LLJO=U 17, Q" p0aCDz rZ�=� 1'-75/8" V-75/8" H Opa(�z �ODC'� �� TOP OF COVER WQZ=3 �ODn� �� LLJQZ = z>m �o t-v U_0 zym o �v LLC9 zo-vo A A B B Cn Z=o0p N �G G E E CnF Z n �Z ALL nw c7 �Z M o N 1Y0rn >>> /� z�- >>> CN o Z�ti u'o w o �'o w o PROJECT NAME M H Z 1/2" R. z SECTION G-G BOTTOM OF COVER 1/2" F � PLAN OF FRAME � WEST 1"R. 0 1'-7 5/5" V-7 5/8" CAST IRON o PLAN OF COVER N W 00 M w 0 m PLAN OF GRATING W Z HAMPTON D z PLAN OF FRAME O W m -0 z CAST IRON O a Q Z 0 LL > G) 2'-3 1/4" LL o = 1'-111/2" zo = � = z PHASE II r Cl) 2'-11/4" D N m z rn > _ Q Z 1/8" 1/8" 1/8" 1/8" w a A "ZERO L O T LINE" T� Z 1'11 3/4" 3/4" O Q v Z O (n X v `� co 0 uJ p 1 1, 1 1 O LIJ 1'-107/8' M C�C DEVELOPMENT � � _ � � Q � G � � 3'-3 3/4" 2'-3 3/4" Q Q 0 M y p a v 1 3/16" 2" p N v 1" TYPE#1 m v 1/8" 1/8" 1/8" 1/8" Z Z � z II �1/2" � Lu � D � I I I I < � o 3 3/4" W 00 3/4" 3/4" 3/4" 3/4" = J o v SECTION H-H N _ __ W =_ DETAILS � O N 1/2" 4 3/4" � 0 � Z 3-2 21-2' J H M 1' 10 5/8" J = O J Z TTfALTERNATE O Z � O rn o Z Q D 0 2 1/s" 2 1/8 Z O SECTION B-B w Z 3'- 1 3/4" N N 2'- 1 3/4" N N w N N 4 3/8" 2'-0 1/2" MINIMUM WEIGHTS- LBS. pop M 2'-9 1/4" FRAME- 180 C W COVER- 120 T-6" 2'-6" SECTION A-A TOTAL-300 �, LL SPECIFICATION SECTION E-E SECTION F-F SHEET 1 OF 1 CLASS 30 IRON MEEETING SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 840.54 TYPE#2 ASTM A-48 840.54 840.16 840.16 CLIENT MANHOLE FRAME AND COVER NTS DROP INLET FRAME AND GRATE NTS v E Z v E GENERAL NOTES: Z G H M GROUP, L L C A OPTIONAL MANHOLE O U) v A CHAMFER ALL EXPOSED CORNERS 1" -Cn z 6„ 6„ E Q Q Q z $ $ OPTIONAL MANHOLE E USE CLASS"B"CONCRETE THROUGHOUT. �>_ Ln O O GENERAL NOTES: Z_~ Ln O O �/ $ USE#4 BAR DOWELS AT 12"CENTERS. Z�Q >0-n� Y C Jw=(� �OT� C MORTAR JOINTS 1/2"±1/8"THICK. Jw=V Z (p g" CHAMFER ALL EXPOSED CORNERS 1". LL O O O Z z��(n I i CONCAVE TOO ALL EXPOSED JOINTS. LL O O O Z M �=-4 1 USE CLASS"B"CONCRETE THROUGHOUT. O w a m _ USE FORMS TO CONSTRUCT THE BOTTOM SLAB. O w d- G) >C7- L7 OPTIONAL CONSTRUCTION-MONOLITHIC POUR,2" KEYWAY,OR LU Q Z=_ G)-n D n- X X JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" W Q Z=_ z>m X X #4 BAR DOWELS AT 12"CENTERS AS DIRECTED BY THE ENGINEER. H C� LL C_7 _Z>m D - D SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. 0 Q LL_0 _cn�O Q D _ D USE FORMS TO CONSTRUCT THE BOTTOM SLAB. co O m Q U FOR 8'-0"IN HEIGHT OR LESS,USE 8"WALL.OVER 8'-O"IN ~_ 0 W Z O O O m - ❑ CU IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, N F-Z J Z 6)O O o O HEIGHT,USE 12"WALL TO 6'-0"FROM TOP OF WALL,AND 8"WALL N H H Z J 7670 Raeford Road n== r of Ill O LL ADD TO BASE AS SHOWN ON STANDARD NO.$40.00. LL O (7 C= r Q U H FOR THE REMAINING U-0". ADJUST DIMENSIONS AND QUANTITIES W LL O_Q G I Z ❑ m¢~ PROVIDE ALL JUNCTION BOXES OVER T-6"IN DEPTH WITH STEPS O O N C z m a CU ACCORDINGLY. o O(n w Fayetteville, North Carolina 28304 v>v v U 12"ON CENTER IN ACCORDANCE WITH STD.NO.840.66. Z D>> �* Co IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Z NADJUST THE STEEL,CONCRETE AND BRICK MASONRY QUANTITIES d Cl) ADD TO BASE AS SHOWN ON STANDARD NO.$40.00. d 0 Phone: (910) 221-9901 0r6 TO INCLUDE THE ADDITION OF THE MANHOLE(I.E.DIAGONAL BARS W O PROVIDE ALL JUNCTION BOXES OVER 3'-6"IN DEPTH WITH STEPS w Fax: (910) 826 4546 z 3" I..f SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE Z $" 3„ I„f 12"ON CENTER IN ACCORDANCE WITH STD.NO.840.66. 6 3 HEIGHT BRICK MASONRY,OPENING IN TOP SLAB.) rim Y 3 ADJUST THE STEEL,CONCRETE AND BRICK MASONRY QUANTITIES Y SEE STANDARD 840.54 �,' MAX.DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP C' TO INCLUDE THE ADDITION OF THE MANHOLE(I.E.DIAGONAL BARS PLAN FOR MANHOLE COVER&FRAME #4 BARS"A" ELEVATION IS 12 FEET. #4 BARS" "" PLAN SEE STANDARD 840.54 SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE SPACED 6" SPACED 6" FOR MANHOLE COVER&FRAME HEIGHT BRICK MASONRY,OPENING IN TOP SLAB.) OPTIONAL C.TO C. C.TO C. OPTIONAL MAX.DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP BRICK MAY BE USED ELEVATION IS 12 FEET. PROJECT INFORMATION BRICK MAY BE USED TO 6„ TO ADJUST FRAME& ADJUST FRAME&COVER COVER TO SURFACE 6" TO SURFACE ELEVATION MAX.1' ELEVATION MAX.1' #4 BAR a O Z 1/4„ �' w X Z COURSESVE3® #4 BAR 2 HEADER O DESIGNED BY: BEN N C N m W 1/4" ❑ �� _ LL �( W DRAWN BY: BEN ci G Z r OUTLET PIPE ` W C Fn ❑ Z Z J c C OUTLET PIPE ❑ Z O J CHECKED BY: SCOTT = E OR F 1 1/2" 0 = ❑ m 0 _ /� ❑ 6° 6 � 0 = W _ E OR F 1/2" § = W • N O m INLET PIPE A SECTION - - z a ^_' O T� ❑ 6 - D 6" ~ Q a > A I B+16„ I SECTION 16 w O Q a PROJECT NUMBER: 583 a = � m z C-C OR D-D DOWEL O U - _ C Z INLET PIPE 6 Q - o C v SECTION X-X 0 Z J o Z D OUTLET ELEVATION C-C OR D-D DOWEL 0 J c z D Q c z ^ SECTION X-X U Q DRAWING SCALE v r Z 0 DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES Q Z r " DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES Q Z Z w • Z O 0 a? SEE STANDARD 840.54 0 0 a 0 v DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DIMENSIONS FOR ONE Z LU � _ - v DIMENSIONS OF BOX AND PIPE TOP SLAB CUBIC YARDS [INUE14MIONS ®L Z = _ FOR MANHOLE COVER&FRAME REINFORCEMENT NOT TO SCALE D BARS "A" DIMENSIONS IN BOX BOX AND SLAB PIPE CU.YDS. Q L 0 _ ma_ O BARS DIMENSIONS CONC. BRICK MASONRY � 5 Q a �_ 6" PIPE SPAN WIDTH HEIGHT r D PIPE SPAN WIDTH HEIGHT 0 -0 Z D O -0 Z D BRICK MAY USED TO o cn 1/4"X 6" 0 W N Z TOP& MIN WALL PER Y N m = 0 D A B H NO. LENGTH E F TOP BOTTOM WALL/ LBS. CU.YDS. C.S. R.C. _ m = ADJUST FRAME&COVER D A B H NO. LENGTH E F BOTTOM HEIGHT FT.HT. C.S. R.C. 0 = 0 0 EXP.JOINT SLAB SLAB FT.OF HT. REINF MIN."H" _ o W TO SURFACE ELEVATION MAX.1' = U M r Z Z Cl) U - r Z 6" CU.YD. CU.YD. CU.YD. N N M W O 1/4" g" 12" 2'-O" 2'-0" 2'-3" 12" 2'-9" T-0" T-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 J Z �j m 0 +� 1/4"X 8"EXP.JOINT 12" 2'-O" 2'-0" 2'-3" 12" 3'-1" 3'-4" 3'-4" 0.412 0.591 0.263 0.020 0.032 J LML o . 0 O 6 = 15" 2'-3" 2'-3" 2'-6" 12" T-0" T-3" T-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 Z 0 . . X 0 15" 2'-3" 2'-3" 2'-6" 12" 3'-1" 3'-4" 3'-4" 0.412 0.657 0.263 0.031 0.047 Z W `� 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 18" 2'-6" 2'-6" 2'-9" 14" 3'-5" 3'-8" 3'-8" 0.498 0.814 0.296 0.044 0.065 DATE RELEASED �( � W (� � 1/4" g„ W > -- 24" T-O" T-O" T-3" 16". T-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 24" T-O" T-0" T-3" 16" 4'-1" 4'-4" 4'-4" 0.695 1.176 0.362 0.078 0.113 v B 6" 2 30" T-6" T-6" T-9" 18" 4'-5" 4'-8" 4'-8" 0.807 1.481 0.395 0.122 0.170 FEBRUARY 25, 2014 30" T-6" T-6" T-9" 18" 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 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 36" 4'-0" 4'-0" 4'-3" 20" 5'-1" 5'-4" 5'-4" 1.053 01.959 0.461 0.176 0.1238 DOWEL 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 42" 4'-6" 4'-6" 4'-9" 22" 5'-9" 6'-0" 6'-0" 1.333 2.503 0.527 0.240 0.323 0 6 SEE NOTE 3 B 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 48" 5'-4" 5'-4" 5'-3" 26" 6'-5" 6'-8" 6'-8" 1.646 2.940 0.560 0.313 0.422 SHEET NUMBER SECTION Y-Y 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 6 3" DOWEL 54" 5'-10" 5'-10" 5'-9" 28" 6'-11" T-2" T-2" 1.902 3.502 0.609 0.396 0.535 SHEET 1 OF 1 60" 6'-6" 6'-6" 6'-3" 30" T-3" T-6" T-6" 1.042 1.042 1.481 145 5.090 0.367 0.495 SHEET 1 OF 1 SHEET 1 OF 1 SECTION Y-Y 60" 6'-6" 6'-6" U-3" 30" 7'-7" T-10" T-10" 2.272 4.113 0.658 0.489 0.660 SHEET 1 OF 1 840.31 66" T-1" 7'-1" 6'-9" 32" T-10" 8'-1" 8'-1" 1.210 1.210 1.518 169 5.917 0.444 0.589 $40.31 840.32 66" T-V T-V 6'-9" 32" 8'-2" 8'-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 3L ^40-^^ a C-6 , 6 0 CONCRETE JUNCTION BOX NTS BRICK JUNCTION BOX NTS J