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Home My WebLink About20200024 Ver 1_QUARRY HILLS PH1-WEST-DIFFUSE_20200218 I c Q � O armor St \ artind le t 0 _t2>0'FLOW PATH TO BUFFER LOT DIMENSIONAL REQUIREMENTS MINIMUM SIZE..................................-8,000 SF Sam Lee Rd i C) \/J/�\ �^ \�Y MINIMUM STREET FRONTAGE..................60' / / \ \ \ \ \ \ \ \ T \LJ \ \ ^ /1 V, �D Poo Oenev.�lbright p 'u Rd DEVELOPMENT REQUIREMENTS a e+oo s n - G o � �1 RONT SETBACK.....................................30' \ n°�F N.M a e^D,A SIDE SETBACK............. .... .. ..................10' V e^�/ STREET SIDE SETBACK...........................25 ' am PHASE II REAR SETBACK.......................................20' l eS�O°Po - �a U qiP P rYe r' J2 Soo rkr ci,,. GENERAL NOTES c �S-5 \ \ I _ - / i 2u / s \ \ \\ \ \ \ \ • ROADWAYS TO BE CONSTRUCTED PER NCDOT UT=54 .50 \ �\ �._ � � i / / / \ � \ S\ \ \ �r I0o Q G �° �Q / o / � -� STANDARDS AND SPECIFICATIONS. i \ / `S \ SE ER ESMT. \/ 1 \ \ \ 1 I� - - - -- - \ _ 1 \ \ \ �A • UTILITIES TO BE OWNED AND MAINTAINED BY TOWN ° 5 - --= UT-5�9.�5 \ 1 1 \ � I \ - --- /I �� I \ OF SWEPSONVILLE ONCE INSTALLED, INSPECTED AND o ti ACCEPTED BY THE TOWN. I - \ ALL PROPOSED PUBLIC STREETS SHALL HAVE 30" moo\ �\ *f6l'FLOW CURB & GUTTER AND BE MAINTAINED BY THE NCDOT. Q` 1- \ -1) J- I i I / PATH 4- TO BU SI FFER R �n d W \ EROSION CONTROL PLAN TO BE REVIEWED AND u L /00 r �� z \ Y\ \ / \ \ APPROVED BY NCDENR. THIS HAS BEEN COMPLETED Q < 00 561 563 563 AND PERMIT ISSUED ON OCTOBER 21 , 2019. F9 -v oods\de 3 Grove kOCKAT 10, DEPTH \\ VICINITY MAP �, cjj 1 SU A (1" = 2000') v s6s v I 1 3 NTN , - J _ \ / / / \ I L(}=528. D-�, 3 \ I NU L II I do #28 \1 \ \ PIPE CHART-DESIGN STORM: 10 YR Pryj� G, 2 To Line Incr. Total Runoff lner Total Inlet Time Rnfal Total Adr! Total Capac Ike Pipe Inv Elev fm Elev HGL � HGL GmdlRon Gmd/Rim O I _ / �PC> \ / C L 1 6 Li'e Line Length Area Area Coeff, C xA. G xA Tme Cone Ent Runoff Fbw Flow Full HOC S¢e SIOpe Dn Up on Up Dr1 Up J10 ID a I I I ( PAD ELEV. \ \ \ / S/ (0 �P� \ / \186 TYP / \ 0' j/ 2 5 e1V {n) [ac} {ac} [C] L_ [min} {infix] ws) [cfs) {cfs] [cfs] (nls) (in) (%) (ft) {n} [R} _(tt) [ft) (ft} ) 1\1 1 Zj j/ 1 Oulfall 50.001 0.30 0.30 0.65 0.20 0.20 10.0 10.0 5.6 1.09 4.00 1.09 10.91 290 18 1.08 564.53 565.07 564.93 565.47 5W 03 566.57 pipe i 559 I / i l I II I I I I l I I I � 5� 5 156� 563.5 5 J I \ / / I I GENERAL NOTES. 2 Outfall 104.000 0.43 329 0.65 0.28 2.14 10.0 13.9 4.9 10.53 0.00 10.53 27.11 675 18 6.66 542.80 549.73 544.04 550.97 544.50 553.81 PIPE 2 \ LL_ 1 y/ I 1. TOWN WILL PURCHASE AND INSTALL STREET SIGNS AND BACK w � r � / � � \\ \\� I I I I I 3 2 28.000 0.45 2.86 0.65 0.29 1.86 10.0 93.8 4.9 9.17 O.00 9.17 6.46 7.51 15 1.00 549.93 550.21 551.14 551.68 553.89 553.81 PIPE 3 I I I \ c / / CHARGE DEVELOPER. I III I 00 \ I I \ \ \ / 2. ALL CONSTRUCTION TO BE /N ACCORDANCE WITH ALL TOWN OF 4 3 95.000 D-OD 2.41 0.65 0.00 1.57 10.0 13.6 5.0 7.78 D.DO 7.78 14.09 6.56 15 4.76 550.41 554.93 552.99 556.04 553.81 558.16 PIPE4 Ly 1 F \ SS / - D 3 J \ \ \ 6s I S� \ SWEPSONVILLE , SPECIFICATIONS AND STANDARD DETAILS, LATEST 5 a 45-COD D.50 2.41 0.65 D.33 1.57 10.0 13.5 5.0 7.81 D.DD 7.81 11.59 6.65 15 3.22 555.13 556.58 556.31 557.69 558.16 560.23 pIPE5 00 W \ \ S� �6� \ I EDITION. 6 5 28-COD D.39 0.46 0.65 0.25 0.30 10.0 13.1 5.0 1.51 D.DD 1.51 6.10 1.96 15 0.89 556.78 557.03 557.69 557.68 550.23 560.23 PIPE6 I � °� J. COPY OF APPROVED EROSION CONTROL PLAN MUST BE SUBMITTED ------� I \ \ \ I I I II I I \o I V - I \ I / / I I II I / TO THE TOWN. 7 6 39.006 0.07 D.07 0.65 0.05 0.05 10A 10.0 5.6 0.25 D.00 0.25 10.18 1.16 15 2.49 557.23 55820 557.96 558.40 56023 560.23 PIPE 7 I I \ I \ I ! car \ ) i / / r L I I / I 4. LIMITED INSPECTIONS WILL BE PERFORMED BY THE TOWN. THE 8 5 224.008 0.45 1.45 0.65 0.29 0.94 10.0 10.2 5.6 525 O.DO 5.25 6.89 5.04 15 1.14 556.78 559.33 557.86 560.25 56023 563.22 PIPE 62 / /// / \ / 'Br A`1' 1$' \ I / ' CONTRACTOR /S RESPONSIBLE FOR HIRING A PRIVATE INSPECT/ON 9 8 29.000 1.00 1.00 D.65 0.65 0.65 10.0 10.0 5.6 3.64 0.00 3.64 6.46 4.04 15 1.00 559.M 55s.82 560.54 M0.58 5s322 563.22 PIPE9 / COMPANY TO INSPECT ALL INSTALLATION AND SUBMIT RECORDS AND 20' DRA ESD 'PTI - \ I II I // I TEST REPORTS TO THE ENGINEER AND THE TOWN OF SWEPSONVILLE. 10 Outfall 53.000 O.DO 6.69 0.65 0.00 4.35 10.0 13.0 5.1 21.99 0.00 21.99 125.97 679 30 9.43 534.00 539.00 535.57 540.57 534.00 561.5E3 PIPE 10 \ 11 10 99.000 0.51 6.69 0.65 0.33 4.35 10.0 12.6 5.1 22.26 0.00 22.26 92.90 6,01 30 5.13 539.20 544.28 541,24 545.36 551,50 551.23 PIPE 11 5. A MIN/MUM OF 48" OF COVER OVER WATERLINE WILL BE REQUIRED. r 6. CONTRACTOR SHALL NOTIFY TOWN OF ALL INSPECTIONS AND GIVE i2 11 2s.aoD Des s.1s o.ss D.9s a.D2 1o.D 12.5 5.1 2D.sa D.DD 2a.sa 29.oD 5.U1 3D a.5a saa.as s4a.62 sas.a9 5as.52 551.23 551.a2 PIPE 12 p I J I / cn � -� ROCK AT �7 / J I I � - (n\�j,304 S� \ THEM THE OPPORTUNITY TO ATTEND. 13 12 59.000 0.0D 5.90 0.65 0.00 3.84 10.0 12.3 5.2 19.87 D.DD 19.87 29.24 4.36 30 0.51 544.82 545.32 547.13 547.21 551.42 550.D3 PIPE 13 I I I I I I I \ 5' DEPTH /� ( / S I \ J 7. TESTING OF SEWER MAINS TO BE PERFORMED PRIOR TO 14 13 136.000 D.56 0.56 0.65 0.36 0.36 10.0 10.0 5.6 2.04 O.DD 2.04 13.78 2.70 15 4.55 545.61 551.80 547.53 552.37 550.03 556.80 I \ \ \ I I / I I I� / \ T / I I J PRELIM/NARY ACCEPTANCE OF THE PROJECT. PIPE 74 \ I I III I I ) I 8 // I 8. TOWN OF SWEPSONVILLE AND ENGINEER TO RECEIVE 1 COPY OF 15 13 39.000 D.49 5.34 0.65 0.32 3.47 10.0 12.1 5.2 18.D9 D.DD 18.09 29.37 4.07 3D 0.51 545.32 545.52 547,53 547.57 550.03 549.79 PIPE 15 I I I J I I I �7 F ALL SHOP DRAWINGS FOR ALL MATERIALS TO BE INSTALLED ON SITE. 1 s 15 28 aoD Ds3 a s3 o ss D 3a o 3a 1a❑ 1D❑ 5s 1.93 D.DD 1.93 as7 1.57 15 Q Sa 5as 31 5as 45 sa7.9s Sas D1 549.79 549 a5 I �) \ \ J� / / PIPE 16 ! 1 \ n / < ( �� / 9. THE TOWN RECOMMENDS MONTHLY/WEEKLY MEETINGS WITH TOWN 17 15 86.000 D.14 4.32 0.66 0.09 2.81 10.0 11.8 5.3 14.79 D.DD 14.79 26.15 6.60 24 1.34 546.00 547.16 647.98 548.51 549.79 561.DO PIPE 17 � w\ I PERSONNEL, ENGINEER, AND CONTRACTOR TO DISCUSS PROBLEMS 18 17 40000 0.47 4.18 0.65 0.31 2.72 10.0 116 5.3 14.38 D.DD 94.33 3629 5.77 24 2.58 547.35 548.3s 549.02 549.72 551.00 552.56 PIPE 18 c a AND QUESTIONS. `WI ) Io /�01J 8 158 SF I F / / ( 10. EROSION CONTROL DEVICES SHALL BE PLACED AT ALL CURB 19 98 28.000 0.32 3.71 0.65 021 2.41 10.0 11.5 5.3 12.81 D.00 12.81 22.62 5.37 24 100 548.58 548.86 550.21 550.13 552.56 552.56 PIPE 19 / ArCN� O / INLETS AND YARD INLETS AS SHOWN. 2D 19 38000 092 162 ❑.65 0.6D 1.05 10.❑ 10.2 56 585 D.DD 5.85 12.39 525 15 368 549.55 550.95 55099 551.92 55256 554.35 I ' ( �� I I �O PIPE 20 I / I �-\ ' 11. THREE SETS OF RECORD DRAWINGS TO THE TOWN AFTER 21 ZD 29.000 0.70 0.70 0.65 0.46 0,46 10.0 10.0 5.6 2.55 0.00 2.55 6.46 329 15 1.00 551.15 551.44 552.09 552.08 554.35 554.35 PIPE21 I I I 5 I ) 561 1 561 l 559 / / ( tic. III I 1561 557,� / 540\ l II PROJECT ACCEPTANCE. 22 19 166.000 D.31 1.77 0.65 0.20 1.15 10.0 10.7 5.5 6.28 O.DD 6.28 17.71 4.42 18 2.84 549.06 553.78 550.99 554.74 552.56 556.98 PIPE 22 \ I \ l 11 I ( BIT AT 10' WETLANDS 12. ALL CONSTRUCTION TO NCDENR STANDARDS. / I I � 13. THE DESIGN ENGINEER /S RESPONSIBLE FOR WATER AND SEWER 23 22 132.000 1.46 1.46 0.65 0.95 0.95 10.0 10.0 5.6 5.31 0.00 5.31 10.50 424 18 1.00 553.98 555.30 555.17 556.18 556.98 557.80 PIPE 23 D / - I 10'' DRAINAGE ESMT, � / / / / - _ CERTIFICATIONS. THE SEWER TESTING WILL BE PROVIDED PRIOR TO 24 Outfall 35.000 D.DO 0.43 0.65 0.00 0.28 10.0 12.3 5.2 1.45 D.OD 1.45 17.77 3.32 15 7.57 541.50 554.15 551.98 564.63 552.75 558.50 PIPE 24 \ F S-2 FROM CIL BE PIPE \ J r \ _ 1 ACCEPTANCE. THREE SETS OF RECORD DRAWINGS WILL BE PROVIDED , OUT=S 2.8 \ L `I \ 1 5 24 116.000 0.19 0.43 0.65 0.12 028 10.0 10.7 5.5 1.52 O.DD 1.52 9.50 2.52 15 2.16 554.35 556.86 555.22 557.35 558.50 561.29 PfPE25 CI# 1 � 3-4\ S\ \ TO THE TOWN OF SWEPSONVILLE PRIOR TO PROJECT ACCEPTANCE. \ #] \ 26 25 32-COD D24 0.24 0.65 0.16 0.16 10.❑ 10.❑ 5.6 0.87 D.DD 0.87 6.46 1.52 15 1.00 557.06 557.38 557.87 557.86 561.29 560.78 t=\ _L_ - _ � l � \ \ � 14. ALL WATER MAINS MUST BE PRESSURE TESTED CHLORINATED PER PIPE26 PIPE 2 '1'l� TO 1 I l - C0 \ \_ \ �\\ `� I \ ` TOWN OF SWEPSONVILLE STANDARDS AND SPECIFICATIONS. 27 DUlfall 35-COD D.DD 2.52 0.65 0.00 1.64 10.0 11.6 5.3 8.67 D.DD 8.67 11.23 6.10 1s 1.14 546.DD 546.40 547.12 547.52 54725 551.DO PIPE27 _ ' m \ 1 \ \ \ \ \ `\ \ 28 27 116.000 0.73 2.52 0.65 0.47 1.64 10.0 11.3 5.4 8.78 0.00 8.78 9.75 5.74 18 0.86 546.60 547.60 547.92 W-73 551.00 551.35 PIPE 28 \ TURF SYSTEM p\�O �/7� 1 I CI# pl \ \ I L� I / < \ 29 28 36.000 0.66 1.79 0.65 0.43 1.16 10.0 11.1 5.4 6.27 ODD 6.27 821 4.32 18 0.61 547.80 548.02 549.03 549.11 551.35 552.30 PIPE 29 _ 30 29 151.117 1.13 1.13 0.65 0.73 0.73 3D.0 10.0 5.6 4.11 0.00 4.11 7.54 3.58 18 0.52 548.22 549.00 549.42 549.78 552.30 553.OE3 Pipe 30 PADS V. I RackA \ BT A 15' l \ /I ` \ I I\ I 1 \ \ 31 . Ou[fall 49.00D D.53 0-63 0.86 0.34 . 0.34 10.0 10.❑ 5.6 1.93 D.DD 1.93 13.68 3.66 15 4.49 555.80 568.00 556.36 558.66 557.05 559.25 \ \I I I H I ( \) I �11'D_E_PT - - _ \ DEPT \ 1 \ 1 I i -1.�! 556.50 1 1 550LL \ v 561 5 `560.5 5 0\ 558 - ` 557 / \ \ \ / \ i cn t e \ \ I I I I I I I 1 I D E \ \ \ \ \ \ \� � 1 ` \_ \ � � �/ /� 1/ IFES-6 ,889 SF 4 I \ ) D \ \ 9 \. \ r I l OUT�555.80 - y / 06 �\ ROCK AT 1 \ - 1 I - / 9' DEPTH 5 / C _#2522 ` - 8 003 SF \V 10,5 9 3 SF A V A BUII,D ET O EXIST v4 24' SPIPE y�t � G '1bRM PIPE � � � 1 \T COMMON 15 RCP 04C� SFSED / � ' ' ELEMENTS \ � � \ � � �� v vvv vv �v I I v 4 SF V 11,221 SF II\ 11(Q,487 SF y y\ v\- \ \ \ \ I I I I f \ RO� AT \ r / \ \ I 8,/532F I �y \ \ V I l THI 29 SF -� y � A \ T ( I 1 \ \ y v / 10� S \ I � \✓\ ) \\ \\ I \ \ I \ \ \� \� \ \ \\ \ COMMON � VA I I � \ A ELEMENTSSF\� / R�so 35 \ v \ -I ALL WEATHER GRAVEL ACCESS c / \ I ) 1 \ \ ) ROAD TO BE BUILT FROM ROAD "D" B AT 1�' / 5� SF TO CRESCENT DRIVE. USE 8" ABC \ \ \ \ 8,132 SF 1 \ f �jl \ \\ \ ✓ STONE. HOME OWNERS ASSOCIATION �58 - \B\\ \ \. WILL MAINTAIN THE PROPOSED GRAVEL PROJECT TITLE: ACCESS ROAD. A SIGN SHALL BE POSTED A INDICATING THIS IS A EMERGENCY VEHICLE QUARRY HILLS SUBDIVISION ENTRANCE. (NOTE: OWNER IS STILL TRYING ij�jjl N/V 2220 GEORGE BASON ROAD � \ TO OBTAIN PERMISSION TO INSTALL THE \ - - \ SWEPSONVILLE,ALAMANCE COUNTY,NORTH CAROLINA WER ROAD ON THE WEST SIDE OF � 8_SE \- \/ / I \ p \�� DEVELOPER:\TT NOTE: PROJECTCa�RIVER VIEW DRIVE.) INSTALL p \ ANY SOILS TAKEN FROM THIS SITE OR FILL GATE AT BOTH ENTRANCES TO ROAD. DESCO GC INVEST, LLC 1\ 01 MATERIAL BROUGHT TO THIS SITE MUST BE 600 MARKET STREET, SUITE 600 / \ �18 DISCLOSED TO THE EROSION CONTROL CHAPEL HILL, NORTH CAROLINA 27516 I 3 I L / �1 CONTACT; ERIC DISCHINGER 6S O 2 \ � INSPECTOR. PHONE; (336)317-3395 NOTE: D z \ w OWNER IS RESPONSIBLE FOR ANY IMPACTS TO \ CA 0 \ r D ° ° �' r 7D o JURISDICTIONAL STREAMS/WETLANDS. - - •~• '_ c \ ry ro � o V) \ w 03 �J � W = NOTE: T 9�s: h CD3\ ro UI ro :> ro • / D W r 1 W C n F- w J = O _ U1 0 Engineers Surveyors Planners99 E A L . � -0 -0 tj ( D -D o � 70 _ r- � \ _ C-) G \ F- ALL THE NECESSARY APPROVALS HAVE BEEN/ = s. d r� D d D rt FTI C z I Ln E \ R U, C F- M c c v) - WILL BE OBTAINED FROM THE STATE/CORPS FOR ENVIRONMENTAL NOTE: -0 -0 t y 70 D - bd 7> �7 - IU C7 o C - ^ / \ fv \ Gil = fU d \ 4609 Dun"Drive Greensboro,NC 27407 �i �• O 1/100/-020 z z w "C r_ � o _ C - z Un C) v o z \ Un L- c� rj ANY WETLAND DISTURBANCE AND STREAM .FN F ��• Fq 7J - r-1 W CO ,_, 1 ( J J \ \ \ J W ro C = 3 J C P o Phone 336,854,8877 Fax 336.854 8876 �i� T •NN,I N E. n r w I ) I o J \ �n ANY WETLAND AND STREAM IMPACTS MUST BE PERMITTEDti CO r- r,--, �) I r z r = l J W Lo r- v) 00 � o co co ry o CROSSING OR DISTURBANCE. FIRM LICENSE#C-0168 ''o NY D. L .•`• CO �_ - -0 -o E3 �11 c� U, � -° \ / \ ro J CO D \� D \ D o o \ H THROUGH U SA C E AND N C D W Q. E A N Y OF THIS PROJECT:320-32 DESIGN BY:ADL DRAWN BY:AL �•'�nn n■■•••• -IjCA z T �/ I I I \ \ \ RIP RAP OUTLET PROTECTION PERMITTING NECESSITATES ANY LAYOUT CHANGES, THEN G l _ rrl CIl Ul n !� r H:IDRAWINGSIQuarry Hills Golf Counse\QUARRY H11 I BASE-AMY 12-19-19.dwg F_ \ r W D/ �- \ D �LQ� FEs# slzE rLow(cfs) Ea w, w2 Thickness RIP-RAP THE TOWN OF SWEPSONVILLE AND ALAMANCE COUNTY 7> Ul W -P �1 � - - 0 SHEET DESCRIPTION: �_ D W - - - #1 18 6.54 4.5' S' S' Ass B wILL BE NOTIFIED. PHASE 1 WEST GRADING � _ M M \ M #2 18" 7.29 to' 4.5' 15, 1.5' CLASS B , _ GRAPHIC SCALE M M � #3 30" 25.42 16' 7.5' 24' 1.5' CLASS B \�� M - - - _ - CLASS , w STORM DRAINAGE PLAN T� \- Pipe - FES RIPRAP 2 #4 15" 2.99 8' 4' 12' 1.5' CLASS B M M- M M _ - �' i� # 60 0 30 60 120 240 SCALE:P=69 DATE:OCTOBER 31,2019 M wi 5 5" 299 8' 4' 2' 5' CLASS B 1 / �j GEOTEXTILE LINER TO BE INSTALLED RIGHT F W A Y #6 15" 1.98 8' 4' 12' 1.5' CLASS B REVISIONS:DECEMBE 0,2020 2019 sr>P rxo.: DETAIL - OUTLET PROTECTION REVISIONS:JANUARY1 --^ \ 1 4 - UNDERNEATH RIP RAP PAD ( IN FEET ) 1 irICII = 60 f L.