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Home My WebLink AboutSWA000142_As-Built - SCM Plansheet_20221019X X X X X X X x X X x X X X X X X x X X X x X X X / x x x X X x 0 x/X x X x x X x x x x X X X x x x X x x x x x x x x X X X x x x X X x \X x x x x x x X X x x X x x X X x x x x x x X X X x x x X x x �� x x X X x x X X x x x x x x X x x x x x x x X / x X x x x x x X X x x X x x x x x X x x X X x X x x X X X x X X x x x x X X X x , X / ,/ X X x X x X X X x X X X x X x X X X x X X X x X x X X X X X X X x X x X x x x x X /R X X x X x x X X x x X x X X x x X X x X X X X X X x x X x x�` XxxXXXXX xXXXXXXX xOXXxxXXX xXXXXxXX X�xxXXxx XXXXxxXxx XXXXxxXx xxxx,X,x X X X X x X X x=X X x X X X X x x X X Ox x x X X x X X X X X x x X X x x 11 X X X x x __ x ------ x X X X x x x x X x x X X x X x x x X X X x x x x X X x `X' x X X X x x x X X X X X X X X X x X X X x \ X x x X X X X X x X X X X X X X X x X X X x X x x x X X X X X X X x x x x X x x X X X x x x x x X x X X X X x x X X / X X X X X x X X x X X X x x X X x x X X x x x X X X X X X X x X X X X X X X x X X X X X X X X X x X x x x X X X X X X X X X X X X X x x X X X x X x X X \ x x X X X / x x X X X X X X X X X X X X x x X X X X X X X X X X X X X X X X X X X X x X X X X x X X X X x X x X X X x X X x X X/X X X x x X X X x x X x X X X X X x X X X / X X x X X X X X X x x X X X X X X X x X x X X X X X X x X x x X X X x X X x X X x X x X x X X X X x X x xo' x X X x X x x xX X X x X� x X x x x x x X x X X X X X X x x x x x X X x x X X X x x x x X X X X X X X X X x x x x x X x' , x x x x x_ X X X x x x X x x x X X x x x X x x x \ X x x , � X x - � x x x x x X X x x x x x x X x � x x x X X X x / x x X X X X x X X x xp x X X X x x x x x X X x x x x X X x X x X x X X X X x X X x X X X X X x X x x X x X\ x X X X X TP X X X X x x x x X X X X X X X x x X X X x X X X X x X X X Ox �Q .� X X X x x x X x X X X X x X O X X X X X X X X x X X X X X X X X \FE X X X X X x X X X X X X X X X X X X X X X x X O INV OUT - 90.18 x X X x X X X x x X X X X X x X X X X x � X x X X X X x X X X X X x X X X X / x x X X X x X X X X X ., x x x X X X X X X X X x x x X X X X X x x X X x x X X O x x X x X X X X X X X X X X X x X X x X X X X X �� X X X X X x X X x x X/X X / X X X X X x X X X x X X X X X �Q�� X X x X X X_- -` - X-------- X X X x x O x __ „--"---"--X--X- x x __-rX--X--"- X X x x X X X X X x X X X/ X x X X x X y_-�--"_ X X X ' CONCRETE RISER p X X X X X / X X X X X X STRUCTURE WITH �9 X X X X X X X X X X X x DRAWDOWN PIPE AT \� X X X x \ X X X ' ELEV 90.5' �- X X x X X x � RISER TOP = 92.21 . X X X x X X X X X + 11 11 INV IN= 90.48 (4" PVC) X X X X X X X x It 11 '� \ INV IN= 90.45 (4" PVC) X X X X x X x x X X X 11 1� INV OUT= 90.42 (18" RCP) V / X X X x X X X X x X X X x X x X X X X x x \ X x X X X x X x X x X X X x X X x X X X X X x x X X '`max X X x x , X X X X X X X x x X X X X �� X X X X X x X X X X X X x X X X X X X x X X x X X X X X x X X X x X X x X X x X x X x x X X x X X � X X X x x X X X X X X X X X x X X X X X X X X X RIM ELEV 9 86 .7�\\\ • P OF X X X X X X X X X X X X x x X X X X x X X ININV V OUT // \\ ELOE 940E D� D X X X x X X X X x OTTOM OF • D D D x X X X x X X x X X X x X X X X I \\ ND - ELEV X X X x X X X X x X X X X X X X i O • ° D D x x X X X X X X X X X x X X X X x x x X X x X x X X X X X X x x X X O^ I 1 /` D X X x X X X x x � D- x X x x X X--X- � �x x x x x x X X x x X x x x x x I 1 / %� � �• �- � -DD � D X OX X x X-x X X X x X x x X O -91 - D D D D D D X x O X x X x ��-/ • D X X � X X X X X�,''< X \x x X x X x x X X X x I X x X x �X x x X X X x X x /\X�. � / \ \ � • X V _ _ X X/ x x X X X� X X X x x X X X X I \ \ I LEVI 88. SHEETPILE x X I`\ 05 A-MH X X X X X X \ I= 7 5 FOREB Y WALL - X X X, RIM ELEV =93.3 f x TOP ELEV 90.0E X X r I INV INV IN = 9.62 2- 89.35X X x 9.35 x x X X x x X x x X X X X X, D o ' X \��---- �D X X ` I x x X X X x,- / X x > o v `) SHEETPILE x X TOP ELEV 90.0 X , , FOREBAY WALL - ? A a ' .\ V / ~ �os0O% p GP @'\11 " 10-CB RIM ELEV 93.60 92.81 A\5 R INV OUT= 90.00- 90.113 TIP - TP TP x D X x x x X x * X x Xx XX x X x *X x R - X X x x )_/91�x X x X X�K O O \: O 0..............✓ / 04 CB RIM ELEV = 444 INV IN = 883r87.58 0 5 10 20 SITE NORTH INV OUT= 87.6487.58 SCALE: 1" = 10' MAINTENANCE ACCESS BERM TOP OF BERM TRASH RACK WITH ACCESS HATCH ELEV. 94.00 \! CENTERED OVER RISER STEPS 3:1 4' X 4' I.D. RISER STRUCTURE 10' 10:1 STRUCTURE RIM ELEV. 92:25 3:1 92.21 RIP -RAP LINED EMERGENCY SPILLWAY ELEV. 92.50 EXIST. GRADE �\\ / el\i WATER QUALITY ELEV: 92.0 r r ��\\\ FILTER DIAPHRAM SEE '\�\\/\\!j\\ \j\\j\\j\\\\/j\\/\\j\\j\\j\%j\\j\!%\!\ 3.1 VEGETATED SHELF DETAIL 4 THIS SHEET /\\/i\\/i\\/i\\r\\ Sri\\/i\\/i\\/i\\/i\ri r / PERMANENT POOL ELEV: 90.50__�] _ �\ j/�\ j/�\ j��\ j��\ j�� 4" DIAMETER PVC WITH 1.0" - INV. 87.30 HOLE DRILLED IN BOTTOM 87.54 . ' /j\�/%\�/%\�/%\�/%\\ 2:1 AND TOP CAP SEE DETAIL FOREBAY WALL THIS SHEET ELEV. 90.00 /\//\//\//\//\//\ \\\\\\\ \\ \\ \\ \\ \ \ \ \ \ \ 6„ SEDIMENT STORAGE BOTTOM EL: 84.50 / / BOFOREBAY TTOM ELEV. % 84.50 /%/%/%/%INV. 89�6 ;//��/��/��/��/��/��/��/w�/� \//\;,0 I . ., i/�//\\r/\\r /r\\//\\//\\//\\//\\r/fir/\\rr\\rr\\//\\//\\//\ ,. � r`\//\\//\\//\\ /\\/\\\\�\\�\\�\\/\\/\\�\\�\\\\�\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\/\\/\\\\\\\\\\/\\\\\\/\\\\\\\\\\/\\\\/\\/\\��\/ 24'x9'x22" NCDOT CLASS 'I' KEYWAY TRENCH SEE rr/r�//////r/�rr�/rrr////r /rr//////////rr/rrrrrrrrr/////ii 2:1 RIP RAP OVER KEYED DETAIL 4 TH IS SHEET -IN ANTI -FLOTATION DEVICE 8'x8'x2'. r\ir�i/�i/�ir�ir�ir�ir�ir�ir�i/�i/�i/�i/�ir�ir�ir�ir�%�i/�\;�\\!<�\!i�i, r./\ij\\:!\rr\\/r\\//\\/r\\//\\//\\rr\\r�\\ij��ii \/\/\/\/\/\/\/\/\/\/\/\/\r\r\/\ \ \ . GEOTEXTILE FABRIC \\/j\/j\/\/\/�; FILL BOTTOM 24" W/ CONCRETE /\\/\\/\\/\\/\\r\\r\\/\r� /\/\/�\/�\��\/j\/j\/j\/j\/�\j�\\/� BOTTOM ELEV. 83.00\ /. /�� SEE DETAIL THIS PAGEBOTTOM IS TO INFILTRATION RATE IS NO MORE 0.01 BAIN/HR. R.CLAY LINER SHALL BE 4Y LINED SUCH THAT ETHICK MINIMUM AND �j/\ EXTEND TO 1-FT ABOVE NORMAL POOL ELEVATION. CONTRACTOR SHALL SUBMIT DOCUMENTING H WATER TABLE ELEVATION PRIOR TO CONSTRUCTION OF THE POND. OUTLET RISER DRAWDOWN PIPE DETAIL WET DETENTION POND CROSS SECTION A -A NTS SECTION " PVG SCREW I YHE PLUG " PVC TEE TOP ELEV. 91.50 PERM POOL ELEV. 90.50 4" PVC CAP WITH 1.0" HOLE DRILLED INTO CAP - SEE STORMWATER DETAILS THIS SHEET NTS 10' WIDE BERM NOTES: 1. EXISTING MATERIAL IN KEYWAY TRENCH TO BE REMOVED AND REPLACED WITH SELECT MATERIAL USED FOR CONSTRUCTION OF DAM EMBANKMENT. 2. KEYWAY TRENCH SHOULD BE LONGITUDINALLY CONTINUOUS THROUGHOUT DAM FILL SECTION. 3. W = 5' MIN, D = 3' MIN SLOPE 1:1 MAX KEYWAY TRENCH W KEYWAY TRENCH DETAIL M EMBANKMENT EX._ GGRADE SLOPE 1:1 MAX NTS Ilk 5.50E WRAPPED IN MIRAFI 140N NON -WOVEN FILTER FABRIC FILTER DIAPHRAGM DETAIL NTS APPROX. TRENCH WIDTH 24" RCP OUTLET PI :)E 1.75' Mil O� M/ Q� Q O O O O OQ OID PVC FROM TRAM - TIE TO JNCTION BOX ,AFI 140N FILTER FABRIC - ERLAP PER NUFACTURE STNDS. NOTES: 1. SEE SHEET C010 FOR GENERAL, SITE, GRADING AND PLANTING NOTES. 2. REFER TO SHEET L511 AND L512 FOR SCM PLANTING PLAN AND SCHEDULE. UTILITY ASBUILT INFORMATION PROVIDED BY STOKES SURVEYING & MAPPING, PLLC ON 07.27.2022 RECORD DRAWING DATE: 09-05-2022 THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, STEWART,INC. IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J Z Oc OW PM1 V z w O W Ce WC) V re) 00 J O U (V U H Z z Z Z z J O M a '_' w V Ce C�C G o O r Z Q W J � m N o J V U �. z Lu o' W W U � o N Q LU J z O ,� �* VZ a J > Q V Lu w o .^ ° L V � LU � o ILLILL LL OU m ``,tttttlrllrrrrr • SE _ i 15834 - 08.08.2Q22 r? ` '�i A'•' ...... �� % qllUL r I L0 ```�`• v v NO. REVISION DATE a 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 3 SEWER REVISION 10.28.21 0 a 4 SEWER REVISION 11.15.21 5 RFI038 12.02.21 0 6 RFI040 12.13.21 7 ASI 012 01.10.22 0 8 RFI-047 WATER- 02.14.22 LINE UPDATE E a a v 9 AS-BUILTS 09.05.22 v JOB NUMBER 0 19-071 o DATE ISSUED L 08/08/2022 PROJECT STATUS 45 45 AS -BUILT DRAWING SHEET SCM WEST PLAN & DETAILS