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Home My WebLink About2023-12-29_Symphony Lake Dredging - TA.pdf w F-- SYM HONY LAK DR DGING Q z 0 a U \n Uj ❑ PREPARED FOR TOWN OF CARY N ' m N co 1�lc W to W C0 w Yw A I �eLL W u' c� PREPARED BY LU z zco � o LL SCHNABEL ENGINEERING SOUTH PC z 0- 0 Q z 0 J 0 0� SCHNABEL PROJECT NO . 22210081 .000 co LU _ � o m TOWN OF CARY PROJECT N O. G G 1188/CAT-6684 Z Pet Crossroads SYMPHONY LAKE 1 n 1S' • ' n� Tysonville Skycrest Hedtngham GDIi s . Village lut= x •, z t • wad•Ay a.r[?� b Welders Grove Knightdat•B"r .-• Method Mllburnle Gla.ceck 81 f� OU + Cary +a°I N"?Rd SY Knightdale � * Ralelgh w°slar� � Z N � Now Rem A" f• $ p N �' �• m ma C p) z m v f Q- c o 6) Sri poaaRA p 4 ~ $3 LU • ti _ a S� t4. �� Y a p�• n a N O cn e r. L LU N ,� of • CO LORRID Poole °^ A 6 Z m 6) t3cilt a peat!Rd U z N qd Z M a Plnay Plairis cedonla von Rhamkatte LU w z M LL w • Fairway Acres �w°`'� Q`°f.happos E w c co m ,T U _ SYMPHONY LAKE J ` Cloverdale a tp m r__ w «Y'• N r:n O N �' - o _ - Emerald QS-062 ¢ m t E Village 0 0 a J = Garner y GAinar z7 / 3 SYMPHONY LAKE VICINITY MAP a Pine Hurst WAKE w Lake Wheeler Auburn w Park _ OS-061 COUNTY U) x o a os-032 � w Q m i r' z • _ Lake Benson I z Ise -40 t<. _ a J W n- Q A E -r �• - - -_. - 4 / \ LU } W c �i \ I � � � c j ,�a - -.,t Wllleaoa �I Gf088rOed- f DISPOSAL AREA �� W �^ 77! i \ Y LL = v J \ I QO � �I . . \ I z Z w ry ` \ O LOCATION MAP \ \ I Q O } QU) U Q of i o ' 0_0 f 2 mrwnl - LO N O� Co � DISPOSAL AREA A Py 00 L1 n — LIVE INSPIREDTM E a"w Q � - z M � c o-� U N o I o, 0 o r \ oI M PROJECT: 22210081.000 0 o r o N DATE: JANUARY 2024 � N ❑ N �i N DRAWING NO. o DISPOSAL AREA VICINITY MAP G-01 U o SHEET Y A 3: c: a) 1 OF12 m� \a .. M CD M — J w w F-- Q GENERAL NOTES: SHEET INDEX 1. CONTOURS AND SITE FEATURES WITHIN THE TOPOGRAPHIC SURVEY LIMITS AND THE CONTOURS BELOW RESERVOIR POOL LEVEL ARE BASED ON SURVEYS PERFORMED BY MCKIM & CREED, INC. BETWEEN APRIL 12, 2023 AND JUNE 10, 2023. CONTOURS DERIVED FROM THE BATHYMETRIC SHEET NUMBER DRAWING NUMBER SHEET TITLE SURVEY DATA COLLECTED USING A SINGLE BEAM ECHOSOUNDER WITH A FREQUENCY LEVEL OF 330 KHZ. THE CONTOURS REPRESENT FIRST RETURN WHICH COULD INCLUDE THE TOP OF DEPOSITED SEDIMENT, BUT COULD ALSO REPRESENT THE BOTTOM OF THE RESERVOIR, ROCKS, TOP 1 G-01 COVER SHEET OF VEGETATION CANOPY, OR DEBRIS. TOPOGRAPHY OUTSIDE THE 2023 SURVEY LIMITS WAS DERIVED FROM QUALITY LEVEL 2 LIDAR DATA 2 G-O2 INDEX SHEET COLLECTED IN 2015 AND OBTAINED FROM THE NORTH CAROLINA SPATIAL DATA DOWNLOAD WEBSITE. z 2. WETLAND BOUNDARIES WERE DELINEATED BY THREE OAKS ENGINEERING OF RALEIGH, NC ON MARCH 15, 2023 AND SURVEYED BY MCKIM & CREED 3 C-01 SYMPHONY LAKE OVERALL SITE PLAN DURING THE 2023 TOPOGRAPHIC SURVEY. U) 3. ELEVATIONS ARE IN FEET AND REFERENCE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)AND HORIZONTAL COORDINATES REFERENCE 4 C-02 SYMPHONY LAKE EXISTING CONDITIONS PLAN NORTH CAROLINA STATE PLANE AND THE NORTH AMERICA DATUM OF 1983 (NAD83). 5 C-03 SYMPHONY LAKE SITE LAYOUT 4. PROPERTY BOUNDARIES, UTILITIES, ROADS, GREENWAYS, AND OTHER SITE FEATURES OUTSIDE THE TOPOGRPAHIC SURVEY LIMITS ARE BASED ON C,-O4 SYMPHONY LAKE FINAL CONDITIONS PLAN DATA FROM WAKE COUNTY AND THE TOWN OF CARY GIS WEBSITES. THESE FEATURES HAVE NOT BEEN SURVEYED AND THEIR LOCATIONS SHOULD 6 BE CONSIDERED APPROXIMATE. 7 C-05 DISPOSAL AREA ACCESS PLAN AND EXISTING CONDITIONS PLAN 5. THE RISER STRUCTURE LOCATION SHOWN ON THESE DRAWINGS WAS ESTIMATED FROM ORTHOIMAGERY AND SHOULD BE CONSIDERED APPROXIMATE. 8 C-06 DISPOSAL AREA EROSION AND SEDIMENT CONTROL PLAN 6. ORTHOIMAGERY WAS OBTAINED FROM NC ONE MAP WEBSITE AND WAS DATED 2021. 9 C-07 EROSION AND SEDIMENT CONTROL DETAILS 1 OF 3 m N oc W Lo 7. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONTROL OF WATER AND STREAM DIVERSION DURING CONSTRUCTION. 10 C-08 EROSION AND SEDIMENT CONTROL DETAILS 2 OF 3CD m w uj W 0 8. THE NARRATIVE INCLUDED BELOW IS BASED ON AN ASSUMED SEQUENCE OF DREDGING PREPARED FOR PERMITTING PURPOSES. THE 11 C-09 EROSION AND SEDIMENT CONTROL DETAILS 3 OF 3 w o Q CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING THE ACTUAL SEQUENCE OF DREDGING AND SUBMITTING THEIR PLAN TO THE ENGINEER 12 C-1 O GREENWAY DETAILS > co z FOR APPROVAL PRIOR TO DREDGING. WORK SEQUENCE SHALL BE GENERALLY AS FOLLOWS: (n U) 8.1. VERIFY FIELD CONDITIONS BEFORE BEGINNING WORK. o o ILL. uj z IL 8.2. FLAG LIMITS OF DISTURBANCE ALONG ACCESS ROUTE AND STAGING AREAS FOR APPROVAL BY ENGINEER BEFORE MOBILIZING TO THE SITE. Q z J 8.3. INSTALL SEDIMENT AND EROSION CONTROL DEVICES. z < Go W 8.4. INSTALL TEMPORARY STREAM CROSSING AND AIR BRIDGE. IMPROVE ACCESS AS NEEDED TO COMPLETE THE WORK. DRAWING SYMBOLS LEGEND co m o w o z 8.5. CLEAR STAGING AREA. PLACE GEOTEXTILE OVER DISTURBED AREA AND INSTALL GRAVEL PAD OVERWORK AREA. AREA DOES NOT NEED TO SECTION NUMBER* BE GRUBBED. 8.6. INSTALL TURBIDITY CURTAIN DOWNSTREAM OF THE DREDGING AREA AS SHOWN ON DRAWINGS. 2 PLAN, SECTION OR PLAN, SECTION OR DETAIL TITLE A-115 DETAIL NUMBER 8.7. DREDGE, DEWATER, AND DISPOSE OF SEDIMENTS. DRAWING NUMBER ON1 PLAN / SECTION / DETAIL 8.7.1. REMOVE SEDIMENT AND DEBRIS BY HYDRAULIC DREDGE METHODS WITHIN THE DREDGING AREAS SHOWN ON THE DRAWINGS. DIRECTION WHICH WHICH SECTION APPEARS ADDITIONAL INFORMATION 8.7.2. DREDGING IN THE VICINITY THE RISER STRUCTURE SHALL BE SEQUENCED TO ALLOW THE RISER STRUCTURE INSPECTION TO BE SECTION IS SHOWN PERFORMED AS SOON AS PRACTICAL. OPTIONAL ADDITIONAL INFORMATION 8.7.3. SEQUENCE MAIN RESERVOIR DREDGING IN THE GENERAL SEQUENCE SHOWN ON THE DRAWINGS. MECHANICAL DREDGING METHODS ARE ALLOWED IF THE WATER LEVEL DOES NOT ALLOW FOR HYDRAULIC DREDGING (SEDIMENT ABOVE RESERVOIR LEVEL), IF THE SECTION INDICATOR GRADATION OF THE SEDIMENT IS TOO COARSE FOR HYDRAULIC DREDGING, OR THE SEDIMENT CONTAINS DEBRIS, VEGETATION, OR PLAN, SECTION OR DETAIL LABEL OTHER MATERIALS THAT CAN'T EFFECTIVELY BE REMOVED WITH HYDRAULIC DREDGING METHODS. 8.7.4. TRANSPORT OR PUMP DREDGED SEDIMENTS TO STAGING AREA AND DEWATER SEDIMENTS TO ALLOW OFF-SITE DISPOSAL. 8.7.5. PLACE DEWATERED DREDGE SEDIMENTS INTO HAUL TRUCKS AND DISPOSE OF THE MATERIAL AT OFF-SITE DISPOSAL AREA PROVIDED BY THE OWNER. DISPOSAL SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8.7.6. PERFORM BATHYMETRIC SURVEY TO CONFIRM SEDIMENT REMOVAL HAS BEEN COMPLETED WITHIN THE PROJECT LIMITS TO THE C7 ELEVATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. z N U � VERBAL SCALE** m z 2 8.8. PERFORM AN INSPECTION OF THE GATE VALVE, STEM, AND OPERATOR AS SOON AS PRACTICAL AFTER DREDGING IN VICINITY OF RISER w 0 o STRUCTURE. REFERENCE AS-BUILT PLANS AT END OF SET. SCALE:3/4"=1'0" SCALE: 1/2"=1'0" SCALE: 1-1/2"=1'0" Lu U cQ co Z w rn 8.9. RESTORE LAYDOWN AND STAGING AREAS AND ACCESS ROUTES IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. 0 1I' 2' 0 2' 4' 0 1' 2' O j 2 8.10. PERMANENTLY SEED DISTURBED AREAS ABOVE THE NORMAL LAKE WATER SURFACE ELEVATION. 0.75" 1.00" 1.50" V z w ' M SCALE INDICATOR w ui w 8.11. FINAL SITE CLEAN-UP AND RE-SEED AS NEEDED. J m Lo m cu U) 8.12. REMOVE SOIL EROSION AND SEDIMENT CONTROL DEVICES AFTER DISTURBED AREAS HAVE BEEN STABILIZED. SILT FENCE AND ACCESS * SECTION AND ELEVATION INDICATORS ARE SIMILAR. SECTION AND ELEVATION NUMBERS ARE o N III ROAD AT DISPOSAL AREA TO REMAIN IN PLACE AT COMPLETION OF THE WORK. z COMBINED AND SEQUENTIAL ON EACH DRAWING. cn M ° ** VERBAL SCALE IS SHOWN FOR CONVENIENCE. ALL DRAWINGS SHOULD BE CHECKED TO INSURE THAT THE SCALE BAR ITSELF IS SHOWN AT ACTUAL SIZE. DRAWINGS NOT PLOTTED AT THEIR INTENDED SIZE (ANSI D 22" x 34") WILL NOT SCALE PROPERLY. w w U) x o U' z z Q 0 z o J T w� � p W U)IEROSION & SEDIMENT CONTROL LEGEND LINEWORK AND HATCH LEGEND o _ — — —224— — MINOR CONTOUR- EXISTING SD STORM DRAIN Q p Cn ❑ SILT/SEDIMENT FENCE J — — —230— — MAJOR CONTOUR- EXISTING GAS GAS LINE z 0O O z W O TURBIDITY CURTAIN n ~ Q 0 224 MINOR CONTOUR- PROPOSED E OVERHEAD ELECTRIC g z o TREE PROTECTION FENCE XX XX W U a 230 MAJOR CONTOUR- PROPOSED LIMITS OF WORK U o TEMPORARY STONE CONSTRUCTION ENTRANCE EDGE OF WATER L LIMITS OF DISTURBANCE a 0 a wi TEMPORARY SEEDING TS CENTERLINE OF STREAM - SURVEY LIMITS L � M M O co o -6, PERMANENT SEEDING PS PL PROPERTY LINE GRAVEL N @ O3 J N � o SS SANITARY SEWER LINE WETLANDS 9 MULCHING M C A Ily I % a l� ° TREE LINE RECLAIMED AREA LIVE INSPIRED" — Q cE DUST CONTROL M W WATER LINE RESTORED WETLANDS M U No oI m o X FENCE GROUND PROTECTION MATTING a M PROJECT: 22210081.000 0 o r o N 0 o FM FORCE MAIN SEWER MANHOLE DATE: JANUARY 2024 N m DRAWING NO. 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I'- .PL . _ N 41 • p� A lly 0 MIX I % LIVE INSPIRED PROJECT: 22210081.000 D. , DRAWING • - • • 1 SHEET .. o OF - -- / 04 It, a � --350-, i -350- -/ r7 \ I \ \\ \ - / N/F EWGWNCY LAKEVIEW GL LP - Q ,d - ,d - \ \ \ DB. 17054 PG. 2235 g --350- / \\� / ,da \\ ,d - / \ \\ BM. 2019 PG. 2200 ld ld - \ ,d I \ \ \ \ PIN: 0752904495 _ � / / ^ ld — ,d - ,d - \ .i\ - � N/F TOWN OF CARY \ / \ \ �\ 0 o l \ I / ,d - �•- ,d- / - DB. 7022 PG. 730 co / / a/ ` ,d- ,d - ld \ / / BM. 1998 PG.781 \�- �/ I \ \ '/ a\ V / j STREAM CENTERLINE - /ems A� _ - V PIN: 0751331875 \vC AA ov w / /0 WETLAND o p PL PL — PL — PL PL — PL -- PL P_ — / / / J \ � "U M/ eY / L� — / �� _ / V A w e ss -- - / \ I / - ` \ T \ \ =d - - NON-SURVEYED PROPERTY LINE Lu Iv/ SS M ANHOLE \ \ d — ld\ , — RIM = 347.26 \ � \ _ / / / '' / / / ��/ - �d / \ INV OUT - 340.14' - SURVEYED PROPERTY LINE \ TREELINE, TYP. - } °' Id_- - � jzz- 1 TOPOGRAPHIC m N 7d� \ \ I/ / — PL i / / / / w U) W L0 ld `� / / \ / P� / -- Pl —lt�-pL-- — \ �o\ A! - PL — P — — — PL [P7 LLPLSURVEY LIMITS Y m CLPL a / / / / � — A A ' I �� — Of w Lu \ _ — z /// VIC r�� / \ - / � / y / / / , - \ \ \\�° s - -- , - SANITARY SEWER /� \--- �\_ - �// / \ e LLI z / �� ss/ a� / / �ss \ \— EASEMENT (APPROX. 20') dye (� /\/ / \ e./ / m i o I Pam/ � _ �� — /J I / / BRIDGE\ V � v \� v // / / �/ /� Lu _ 1r / � w - \/ �ss — � ^/ / / // / ' - � A 11 �\�d \ �� ss� _ � CENTERLINE OF SS PIPE _ I_ \ i- - - - � - / / / / ��j ' o 0 /e� o O GREENWAY \ / ^�� ,a// / / \ \ SS 15-INCH PVC), TYP. �- / / v A ��/ �� / `a/ / / / / /� _ \ ��\\ \ \\ ss ( �- ) WETLAND / / / /�� / e �i�� 0- CENTERLINE\ / _ _ a - - s - �- ——345 \ .\ o _ S / ' / \ / / QJ Z 0 a \ \ - EXISTING 36�IN ld - ,d / / / // /� // V �� ' ' l / / r�� . o v I ,a / Lu / _d ,d - ,a ,a // / / / / / A 1� li \ V�\d \ \ v S" ss� V I I 1 �/ / / / RIM = 346.34' z o co INV IN = 338.18 o z cc ss ss / 1 I P _Ss U I 1 " / / \ \� I 36�� // ld �d� Id \ \ \\ \ ` \ \ p \ � — \ __ X41 e i ,d / Lu RIM = 347.17 / / 5 3 / / �l' )� — / / I / / e� o / - � �d V �\ VA\ V A A� v3 RIM = 347.64' �� \ INV IN = 338.63' / 0 / / 3� \ l \ \ \ \ \ \ \ / AQ \ - /- - ss s INV OUT = 338.49' / 41 /^ INV IN = 339.31 ` ass / _ / SS PIPE (15-INCH PVC), TYP. INV OUT- 340.14 -/ ass / I ss a ��a e V A a A/ / I \ \ \ VA\ A v v \ v Vv�5�� A sl s Na LEGACY TREE REQUESTED \ _ _ _ v / - ss TO BE RELOCATED \ CONCRETE I i SS MANHOLE, TYP. / �/ k> a \ /Q� \ \q \ \ \ \ \ \ \ - MONUMENT FOUND / / a /1 \ e V A \ \ V A \ \ TREELINE LEGACY (TYP.) waft0 0 \\CIL � TREE, TYP. _ / A� U U \ � I I I v rn - _ /� / Z 0 � zr / \ // / BATHYMETRIC / / �� / w N o 'd v / ) \ V \ \ \. BRIDGE \ / / /-' / / i v / / ' SURVEY LIMITS / / �u 6 /e�/ / � C� � I // mc 6 CORRUGATED � / ' � i i / PLASTIC PIPE / / / U z > N /e q�V A \\ �0\ A A\ \ v — / / / / / , I / / U) � oM / cp -o a -0 - ' SEDIMENT DEPOSITS J RELOCATION AREA IF I VI I / O N ¢ co/ loll a BELOW WATER LEVEL _0 IN THE AREA OF WORK PC / / / loll / j l / � 30 x \ LEGACY TREES REQUESTED Lu loll lb TO BE RELOCATED \ III A \ 12 CORRUGATED a / \ a zz / / e // \ ^a a / v A / / A \ I \\ V A>d 34p V A /� /� -- / /�/ \/ / "I tea/ ems/ / �\ - �/ \�� /e/ / - �\ '\� v \ I �� I I \� \vA '� �. LACTIC PIPE SYMPHONY LAKE \ \VA // , /fie I / / / ,d e / \ d I \ vV v NORMAL POOL EL 341.2 U W / / \ 3g0 ^a / A \ \ // \ — v A dV / 3Q // z f / / \ A tea/ / ^ / \ \� �/ I/e �� A A V Ao- V �' / �L/ / 11 I 0 J a/ I I ev wJ U- SEDIMENT DEPOSITSa U _ LLJ / a ABOVE WATER LEVEL U Z O o J O EDGE OF WATER Z \A \ q I I I \ \ 1\\\a \ / z z Oo 1011- = U N/F TOWN OF CARY F- � DB. 7022PG. 730 z z � Vo �\ BM. 1996 PG. 739 U ^a U a >< Cn PL O v a I � �/ PC \PL / �/ ,a � \ \� \��\V o- � I l >IV A \ \ \� A\ �� V I q /� /� ��j�� i I �ld id — ld Id — a PL < / ) 4 �a L 1 / / \ ✓ �� Id / / / / o. / A I \\ .. / / �_ A I / Id ld / Lu a I / I / \\ �a A/ A - / ) A / `J / ld ld id �_ �I A V I / I V d V A V A a / / of / � InQ o , P 1 / \ a/tea 70� /N � a � 0 d PL PL PL Id Idld PC / / / Qv / cai O a / PL PL A / \ \ O I I 7d \ _ \ I /\ a \ \'O< >d ^ ^ ` a\ \ U \� `� /P� / `I I \ / Id ld — ;/ C Py o Id TO a / /t ,d l � � I \ >d a 1 \ > 1g /P \ ,d— ld — , / � / / / / /� d_ \ \ � z l I v� V V � — _ / / - —_ / I � n� I d— T \ \ \ \ \ P 10 / I a y ld / / / = / ice _ / / / / — LIVE INSPIRED" — d E XLu u / �� IIV/� ' � / / - -- -- / / � --� �IW P v d d '1d P� / \ V A a Y Jool N_ O� / / I r- \ \ / A - - - __ I / / / / / Z / \ — _7 \ -o / / / rn N o PROJECT: 22210081.000 CL SYMPHONY LAKE EXISTING CONDITIONS PLAN DATE: JANUARY2024 N co N a DRAWING NO. co N J SCALE: 1"=60' Ci-02 w o 3 mz o 60' 120' o SHEET 4OF12 a mc9cn ai O (n co p c z � T O E 0 / Q V / N LLJ N // // I / / A\ _ A/ A\ \\ -- --355 -- — _ I a — < N ¢ \ _/ v a \ -- --350v A � A ( \ \ 365—\ 350 — I r �d, ld _ ld A \ v — - ld — V / I _' ld_ ld — D/ 1d 1d ld — ld\— ld m \ \ Z) ld- \ / �d \� \\ I I \ \ ALL DISTURBED AREAS _ � Id Id ld— ld ld — ld d / / -- -____ \ TS /i , of - ,d� �d v _ / Ae�� / v� / v �_� J I \ �� / \� w z d 0 a/ /�� '— v p� v v — I I 1 w ( \ 3 w \ / 0 PL — PI PL P.- — — / / \ J \ a 0 co / \— _ L _ ¢ TEMPORARY STREAM / \ w o�- of \ CROSSING WILL NOT EXTEND A \ — — \ — m / M° \ 1 / — — _ N M� °, L°° ��° BEYOND EXISTING BRIDGE `�\�T\\ \ � J� � \ � � � - - J \ � I J Lu \�'St \ � - -\\ — L SILT <� / ° FENCE SF I v _ - \ a / / EXISTING 36-IN CMPS (2) /�/ -\\ , // I I \ \ 95 1 N 5 LF v II / r vv vvv \ w W L04 0 7d — ld— P� — PL — _ — 345 /e / O/ oe/ �\, zjo ' 30 / / \ //— - I �� \ \ \ PL — P — PL PL PL PL PL — — I / Lu w o ` / - PC - � ��/ / - \ �� STREAM CROSSING �\ � I Y PL - PL\ Q /se s - \ \ �' / (SEE NOTE - \\ \ \ o - = w -- / / v L0 v LOO — LOD ° I w LIMITS OF WORK (16.3 AC) d- v v 351- - - �� / I , W h M I a - �o/ o°o; / / — >I� '" /j- — y \ \ TS O I / P� L ¢ W M "' SILT FENCE / / \ \ - \ I I / v/ SF / �� / v �� - M / / V v v— I � W ¢ 754 LF �� \ LIMITS OF WETLANDS (TYP.) - / cn o —M0�LO M0�LOD - \ I. \S \ M I / \ / j W 4y I �. MOB-- -- S 1 e y�oMo� / — — \ \ /— 34 o \ �0W / / Q \ `\ \\ \ / \ i � LL o °p I / J,`/} / m ss \ / o \I � P.. �° ss � / \ d \\ \ ,NO ss ,..\ "/ / // / / \ °-�L°w-- SILT FENCE _ _ _ _ _ _ _ _ _ _ _ - _ ld _ _ \ ° - �%� \ a a/ ��/ ° %/� ,a i,�-__ 508 LF SF d/ �/ / // / / \ \�\\ \I \� \ \ °'\ SS Gl \ \ \ �` d✓ -- Z AREA �� r5 \� % m v GROUND PROTECTION /3 �55/ / / // // \ I V\ \\ \ \ \ ` - Ss ss _ _ _ _ _ _ _ \ _ / C STOCKPILING �/� 1/ o Lu m (Y x C (IF NEEDED) /yy �' m �I \ Q a _ MATTING (TYP.) / � / / / -- - I 1 I \ A \ � � \ � // _ _ VI O �/� / ? GREENWAY o 0 I ► I � I _ CLOSED SIGN i ss � �. STAGING, � 5 /��`� / sass - / �� s� , - - \ \ _ STOCKPILING, AND / AREA 1 U �� b� by / .375' l �d - ld - ld LLJ - \ \ \\ \ \d DEWATERING AREA °q C_ TRUCK TURNAROUND / / ,�° / \ VA \ \ \ ss � , A V AAA \ VAo \ \ 0 4 6. - ss�° REELINE, TYP. EXISTING T Is SILT FENCE SF 346, ss�s N: 719707.70 / �,� / LIMITS OF DISTURBANCE 468 LF \\ __ _ �\ \ \ E: 2059720.21 i '' / (7.2 AC) / PRIMARY SITE CONSTRUCTION ENTRANCE ems ' 346 GREENWAY CLOSED SIGN a / V A� v-345 A ss ACCESS ROAD PROTECT ss ss APPROXIMATE LOCATION SANITARY SEWER (SEE NOTE/8)OF LEGACY TREE, TYP. URBIDITY TREE PROTECTION FENCE MANHOLE T CILCURTAIN 0,(SEE NOTE 9)/ PROTECTION z� °�� , . xx - /a/ A / �_ / V A \ V A °� �k (SEE NOTE 10) �% i - - _,: / / w M z a I � / A / / >d Lo e� I \ \ �/ kk R / W U -a — tn/ / >d / / I I \ \ \ '4 o XX�O XX °p �.�. Loo °�� / / / ° '� ° Q / / 0 0000 / // '"j / GREENWAY P®A / --` xx-`XX °o- xx // / �V� I / / / / / / - Lu m � rn _ � - b o // / / / /r / ° // /� / Ui x � � CLOSED SIGN e�/ z U) on 11 I'll Lo ✓// /Z na � S�F � J SILT FENCE/ t 758 LF N: 719534.79 omY N ¢ . o / �° ,rb ' 11001 196A\� v�vvA'�v /2 � ��5 / ,— / \ o I 33LEMOVA OMol LIMITS OF SEDIMENT AND DEBRIS R o MOl M°, A\ M07M0 7 MOI MOI�MOI MOI \✓ / �I I II /III//I' I/ � I / \ d\, \\ II I I I \\ \\\ `�� \°Ol � � \ j � \\ ��\ - -......._ IJ � // /l l / I I I I / QLIMITS OF DREDGING M°,) �M° Alo� Z W o AROUND RISER STRUCTURE 0 Q NOTES: oo Q\\ ° /�' 1 / 3 fL ` W o > 1. STREAM CROSSING TO BE DESIGNED BY CONTRACTOR. SEE �t / LIMITS OF DISTURBANCE ° I I I I / \ P ` \ \ I \\ ` / I `\\J� 40i \ / // °o/ a�/ ( / I / J �i SPECIFICATION SECTION 21000-I. STREAM CROSSING TO CONSIST OF A \ \/ 0.16 AC I I I e \ \\ \ \ \ \ \ \� 3 \/ / y / Q Q O TEMPORARY BRIDGE CONSTRUCTED OVER THE EXISTING GREENWAY ( ) °° I I� I I I \ \ \ I / -�\ / o % / W U U BRIDGE. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING STREAM �„/ A) 50' I! I p I I \ \V v \ \ I I I l I d \ �� / \ \ V /I/ °°� /a / / / Y I Z 3: CROSSING PLAN TO THE ENGINEER FOR APPROVAL AS DEFINED IN I I w \ I \, \ \ / / /� o Z of SECTION 21000-I OF THE TECHNICAL SPECIFICATIONS. UPON J -_ _ - �� I -' 1 _ A A I I A \ �V A �' ! �/ / / �h / / O RISER STRUCTURE / \ < I \ V / �, / / Z Z I Q COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE v �� h I 0 I I 1 A \ I I I \a o V / /� //M`' �o / / p O W THE STREAM CROSSING AND RESTORE DISTURBED AREAS. / _ / ^� °' M `D 3 w V ( I \ �° / ( I z 2. CONTOURS WITHIN THE RESERVOIR REPRESENT THE TOP OF _ A > > o I / d I I I I d )I.X ^� �� / M o Q SEDIMENT AND/OR DEBRIS. r , \ / I \ \ U) 0 �=\ a 3. THE IN PLACE VOLUME OF SEDIMENT AND DEBRIS TO BE REMOVED IS \ i3 I I° I I \ \ \ \� / -ti�'-' \ �$� e / "b C) —LOW-'7-LOW ---OW='LOW'i� W L ESTIMATED TO BE 12,400 CUBIC YARDS. S— °W LOW-LOW j LOB OW LOW\L\ I LOW J I d/ 1 / >' / I \ \ \ \ , \ \ ( `/ / / ' co4. ALL SEDIMENT SEDIMENT AND DEBRIS WITHIN THE LIMITS SHOWN ^((J �I I Lp� J I ABOVE ARE TO BE REMOVED, DEWATERED, AND DISPOSED OF AT THE \/�'-=r/- \ / � I r _0 _ _ / III I I I / / / \ �° \ I , - EROSION & SEDIMENT CONTROL LEGEND OFF SITE DISPOSAL AREA. v - - -- - - - v / / I I \ / I \ \ _ ° °w ai 5. THE UPSTREAM PORTION OF THE DREDGING AREA INCLUDES THE ��v�� - v v v �� II /�/ I/ �I �I I I // ( / / / I \ \V��V \ \ �� \ o °�'�° TITLE KEY SYMBOL Ln AREA ENCLOSED BY THE ORIGINAL LAKE SHORELINE ANDDo / i 04 col DOWNSTREAM LIMIT AS SHOWN ON THIS DRAWING. �\ ) ( \� I \ \ I I I / / I \ \� �'�oq=_°W,��t°�� _ / TEMPORARY SEEDING TS TS o N 6. DREDGING AREA AT THE INTAKE STRUCTURE INCLUDES THE AREAC14 a) \- - - -- \ \ I \ I l I / d m WITHIN A 50-FOOT RADIUS OF THE CENTER OF THE INTAKE EXCEPT WHERE SYMPHONY LAKE DAM INTERSECTS THIS AREA. , \ \ \ \ ��/�/r - I I d \ \ I \ \ I I \ \ -\ / / / � � I \ � � � / \ \\\ \ I \ PERMANENT SEEDING s PS 0 7. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE \� \ / // / �� I I > P ' I \ ld ld ldA Ry o 1, DRAWINGS SHALL BE CONSIDERED THE MINIMUM LEVEL OPF ~ / / I /P` / I I I \ \ / T ld- ld - l a / �� / / o PROTECTION. CONTRACTOR SHALL IMPLEMENT ADDITIONAL MULCHING M CL E MEASURES AS NEEDED TO MEET THE NC DEQ REQUIREMENTS. SITE LAYOUT AT RISER STRUCTURE M - �ivE INSPIRED'" - 04 CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS IN NORTH 2 I SCALE: 1"=60' / n n n n �, � CAROLINA DEQ EROSION & SEDIMENT CONTROL HANDBOOK. ,� �\ \ \ / / / - / � / ," = SILT FENCE SF � N o1 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING o 60 120- a5 o 0 UTILITIES. LOCATION OF UTILITIES SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY AS NEEDED. DUST CONTROL DC o PROJECT: 22210081.000 N m o 9. LEGACY TREES TO BE AVOIDED IF POSSIBLE OR RELOCATED IF )j SYMPHONY LAKE SITE LAYOUT m DATE: JANUARY 2024 o N APPROVED BY TOWN OF CARY o N 10. PROPOSED TREELINE REPRESENTS THE MAXIMUM CLEARING LIMITS. 1 TEMPORARY STONE CE DRAWING NO. co N SCALE: 1°=60' CONSTRUCTION ENTRANCE Lu C-03 o CONTRACTOR MAY ELECT TO CLEAR LESS THAN WHAT IS SHOWN N o BASED ON NEEDED WORKING AREA. 0 60' 120' x TREE PROTECTIONo SHEET � � s _ xx0 5OF12 Imp obw m E U) U) cow Y co LLJ 355 - 04 N H — N, / 365— /- �5- // / / / �•350- � � ld Ia 1d 1d ld ld — ld ld\_ / A — 1 � A \\ 1d i ld _ / \ m 350— pia' \ I I \ Z) Id \ \\ / QUO ld ld ld q ld— ld �d '1d' d V / -� / 1 / of co Z (A o L-1 /\a \ \ — — — I 1 w I a \ \ w o 0 \ / 'o 'b — — / \ � PL — PL — PL — PL PL — PL — / / Lu of 41 L s I Id— ld \ \ II a / / -345- e / / 1\o �O\ / \ r // I \ \348 — \ \\\ \ 1 o N - _ Ln — ld— / / F�...% PL _ pf — '� o / �J ?so //— v ( \ \ \ PL P PL PL PL PL PL y �� / c \�--1'L e g / A A A 7D OD ioD m oo moo, p w m w 34- - — / PL — PLA a / /o/ o / / 355 \V A \ I A v v v °o w 347 v - - - / 3�� / — z — — 36p— A Jp� N / //- — _- _ LLI _ \ \\\ . w w .v �Q ,�•� // II / / P�-�� Q Z - ui - _ \ \ _ o ° m w �� m I L ^jMo, Q / — p / 3 rLu / I a / \ / / o,/o s/ Ad, / / —365-- Jd ss - - - - - Y - - - / - - - - - - - \ \„ "'� W / / w \ - / Z LOD °] M� s % / \ \ �� RESTORED / - - p MO"f LODMO�LOD LO=ASS D \ sS \ / co M°,—M°,L°D� ss — °� � J I / / \ \ \ �I o, °° \ / / // P\ (SEE NOTE ) / /3Rg W i I� / // cn o 1 / I MOl �t90"�.� O� // / \ \ °> _ /p i LOUMO�LOD�10D OOl/= 370 \ \ \ \ .. I .. .. .. .. .. .. .. .. — .. / W�—�/ W W W � / ' ' LL 1 / / \ LDD 55—sg' 00,SOOLOW °LOW—LDw / / / \ 1 I 1 \d L O°, \ �t ..L ../ I t \t Q w /� / / ^ / p m 0 pv ssss ao, Low \ ss / / \ o s ., ., ., _ ., ., i ., ., ., ., I ., ., , - ❑ — / / �� I s L�yr' l / 1d / A+\V �� Oo � @� ❑ ❑ ❑ p� BOO / Z d ld 1d /// / / ' J� \ \\\ \ \ a......... >oo,Z. \03 _. ss _� _ _ _��_ _ _ _ _ _ _ _ _ _ ,. ,. ,. - `�' q❑ d i� / / \ ld / a �a \�I\ \> \ \ \ o° \ ., ass �I —345 j o ❑ / 3''b� yo \o m W Q / �d / / / / / oo' _ _ _ _ _ _ _ _ \ I / i \ y op ❑ .� .v j/ < /"// J Lu LL 2 I _ d / // // / // �— 1 I I� 1 v v v ` I ss v I" / ,� Iw l w y!� p y / � _ 9 o m / w Q o I °� '�� / / / \ — _ A A / / / / I I \ = fi ss _ v A STAGING, m a ��/ °� / / / V A y / / / / V A 1 A a A �ss \ \ STOCKPILING, - 0 � \ v � / \ V � � \ � AND DEWATERING / �� / M° �- p' i / �d — ld ld ��Gj- A A V A V A \ \ <° - \ AAA � �ss \ A �, �, AREA RESTORED �/ / � LLJo/ P a / a J /L END GREENWAY REPAVING / / I /� / \ / / / II _ �V A vv \ 3 _ �s \ a� �� // SEENOTE 1 � ss cp - - START GREENWAY REPAVING — / � (SEENOTE 1) a� / V � I \ \ <69 ss ss a V A a� 1 \ p� \ V 1 \ \ °OJ `OO V o �, �, 1010 / o EE O' 10 /� // ///// // / d� ld� Lu >d p / / 1� \ V V V A \ \ OVA \ \ / � O °o V � �/ �I / /p W Lo Q \ \ \ \ � — ° / / A A LOD O �/ CO �� t\JIJ \ C `LO DLO LOD p0� / �� \ // / \I / / / � Z Lu C� \ / / / / Jd D. I a V A \ v as eo \ \ �e� \ / / / /per/ iF z w > CD PROPOSED TREELINE, TYP. /// rn ( / / - z > N ///// / \ � I I <V A \ ��`?��S\ \ V �V \ �\ W // - / V A V A d — — / / / / I 16�1 — / / / p / // (n M co Lf) Z \ I a L � � / na/ / \\ = _�\\�'\ \oO, �� — — —` — � \ _J -� /a J m � ~ a / / O / O N II // / / /_3� ��i / // I v � � �� v��v U / / / /� i / J V A CL mac, I \ \ °c' �� al\ �/ �/ // // / '�� //A °< �� M � 332 � \ V A \ � �\ A'O< AA Mo, �Lu M�lb �� Mo, Mo, ��I v J \ \\\ I Z I I /// // / / // y `I\A —MOIMOIM M M I I \J \ I \ \ I \\ \,d\ 0 / / / Q/ / < °� Mo7 M M h APPROXIMATE BOTTOM OF RESEVOIR / / w / I / / Q- \\ I A MOl�MOl MOl MOl M I \ Ja \ I I I I \� \ \ \ \\\� T I al ' 1 / / 4- ` LIMITS OF DREDGING MD �MD, I 1 I I \ — — \\ \, \ \° L�� /� /� / / z Q U) / I% I I / \A\\ \ AROUND RISER STRUCTUREt GO I/per AEI 1 ` — \ \ �� \ / �/ I / p Z J z V / a o o� M o �Ir - � e \ \\q \ \ \� ` w�� o U U z co M I 3 I \ �< \ \ \ I I I \p. \ `�> /o w L — < �°�p / M �� M M co °� ph/ Q0CD o w \ I 11 1 \� _ / i� �(z) i / / � z L 1 I a \ \ 50 I o J \ \ POST-DREDGING �, p I I to o A I \ \ �\ CONTOUR (TYP.) / /� o0 0/ 1 a 330 w cn M M 00 \ I �> R j M `' / z 0 z Q < I I a / / o o I I I I �� /' / / / % � � � (� 116 V 1 I I �� `� h Q RISER STRUCTURE %I/ �V / I 1 \ V °°' \ j / Q / / / � U V) � Low— ° LOW_ 'd I� / z NOTES: LOW�LOW�LOW�LOW� I 0 LOW�LOW�LOW� LOW LOW LOW J a '\ / \ LOW� LOW LL 1. GREENWAY FROM REGENCY PARKWAY TO STAGING AREA �a �' / / d / \\ °°' ,°\°° / �d—/� / � id �/d �d �d 7 �d — ld -- 'o CONSTRUCTION ENTRANCE TO BE REPAVED IN KIND AND \A A �\ ° / a a ACCORDANCE WITH TOWN OF CARY SPECIFICATIONS AND I // ( / / / I V'd A °off �� °�� a j / / / / / // / a f ld ld — 1��7 po, W w STANDARD DETAILS. LENGTH OF GREENWAY WITHIN LIMITS OF \ I \ / / / / \ \\J \\ \\ ,� °%`° tea/ N M M a �o ao pow / co M M M o. / �'P> co o WORK IS APPROXIMATELY 1,960 LINEAR FEET. ANCILLARY \ M M r I I / I \ \ \ \ N�0�—�049=�%t°W / N U) FEATURES (E.G. DRIVEWAY APRON, BOLLARDS, BENCHES, ETC.) \ n,"� Mao \\ 1 1p l� I I / \Jd — � �d o REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE \ q' \ /P� \ \ �d=�d =�d — / �/ / o REPLACED IN KIND.ai / ~i Id Q Id Icl 2. WETLAND B TO BE RESTORED WITH WETLAND SEED MIX. SEE \ 000"/ /p� I I I \ ld ld— C A Ry / p / o SPECIFICATION 16000. — _ < \ a �_ ld ld—� / / — / / - / // / I — — / 0-Z / I A� 1 V A / / I / �/'�� // �/ - - / / � —�/ p /� / — LIVE INSPIRED'" — FINAL CONDITIONS RISER STRUCTURE _ N cn 3. PROPOSED CONTOURS REPRESENT THE APPROXIMATE BOTTOM OF THE RESERVOIR BASED ON THE 2023 BATHYMETRIC SURVEY /per — — — N o,0 DATA BY MCKIM AND CREED. ACTUAL BOTTOM OF RESEVOIR MAY o 60, 120' o Q VARY. CONTRACTOR SHALL NOT DISTURB OR DREDGE THE > A I // / — —_ -p / i I / I I � N �I,z- NATURAL GROUND AT THE BASE OF THE RESEVOIR. o PROJECT: 22210081.000 � oY SYMPHONY LAKE FINAL CONDITIONS PLAN DATE: JANUARY2024 o N a 4. RESERVOIR BANKS SHALL BE NO STEEPER THAN 2.5H:1V AFTER o N z COMPLETION OF DREDGING. 1 DRAWING NO. SCALE: 1"=60' Lu U) N Q w o � = C-04 N o > 5. CONTRACTOR TO REMOVE ALL SILT FENCE AND TREE PROTECTION o 60' �20' m > FENCE AFTER ADEQUATE STABILIZATION IN WETLANDS SHEET o � 6 OF 12 U` > m co � Q � N 'm E Z co co N Q _jiia N W --------------------------- N � N Q K� • �� -------------- A'rk • • �� W - N ° ----------------------------------------------------------------- N POWER LINE EASEMENT � ENTRANCE GATE -- - �� I F- ---- E ENTRANCE GATE Z) E z 6" FORCE MAIN E E C o --- E z I I I E - - v I w \ 8"WATER LINE E \ I z z ° _ LL. i � � , x *^ �o E OVERHEAD ELECTRIC \ \ a �` .� , UNDERGROUND GAS LINE \ N m Lu E E \ \ g � � I I I I \ \ ` \ \ w I I GA` \ w I I I GAS ------- \ \ \ � w ,. RECLAIMED \ GAS \ \ \ \ of WATER LINE \ \ I I I I I 1\ � GAS GAS GAS TREELINE, TYP. \\ \\ \\ \ \\ N GAS o N \_- -��,-.�`•,,�_. .�,E�--,"<�l'�{`'��i._s _-�s y.•'(h-if;,�f :R�r.,_�_I.�-xV■.�r�-ED.r..,•.c-n.-I.,.S,s��I�P--r�-O�-S i'!A-i__r�—t.'L•�'.__r'~A;.?.I i-x Lu R-- E y►��A arA�"c C'y��6 C...;,fi�.E=�1`rwr�.►rS�1„S�"�Ar m P�:•-L o�A' _N,>:- . - ;. �. \ GV\1II IIIII I1V a v III1II I II I I AsvI I\II/II1I_II(I > —--i/_E,/-_�_—--_X_-5_—;_/—--I__;•S—, IlII%III I/1 Il�/IIIII I //Io•III/II�/III I1 II III I/ / ! III� I / / k/ MNON� ' c)z(W��m°H �• Q UU�Qv " — 7^^ZNcW WPOWER LINE EASEMENT ° Q\ ILL SANITARY SEWER z — °i co z cn / 8 DRAIN ma m - z6, DRAIN p - - - - - - - ° - - - -- - - — Z LUcr ca idCATCH BASINENTRANCE GATE o o� z STORM DRAIN VDECANT EX L STRUCTURE EX PUMP STATIONW LAKE ROAD SS H DRANT ELECTRIC VAULT 77 LAGOON FILL PIPE \ \\ \ \\ o\� SIDEWALK CONCRETE PAD, TYP VALVE,AND TYP STAIRS jII mov SLUDGE oMI c�vLOADING PIPE E TOP OF LINER,TYP INTERIOR LAGOON SLOPE v) 6" DRAIN, TYP. DECANT w � z STRUCTURE Lu No w BOTTOM OF SLUDGE LAGOON z W o m2 U°; z � ' / z w oM LuQV / Lu z 4i . / LL'V o cD — M VcRENTRANCE GATE U \\ < nx w ' ' I / O QQ Y �LLTREELINE, TYP. OENTRANCE GATE \ O /// / Zn v v //// / MONITORING WELL, TYP. O o-,9v Q�\ % � — O29 / PIP. 4. zz 0 H FENCE LINK Q U) U O U)WGRAVEL ACCESS D EXISTING 000 SLUDGE ��LAGOON — LIVE INSPIRED CAlly U PROJECT: 22210081.000 DATE: JANUARY2024 ' DRAWING NO. SCALE: 1"=100' SCALE: 1"=30' C-05 a m c L 0 100, 200' 0 30 60' SHEET 7 OF 12 w \ — »� a \ \ N \\ W I ENTRANCE GATE EROSION & SEDIMENT CONTROL LEGEND =- E TITLE KEY SYMBOL \ \ \ U) \ \ \ \ s E / TEMPORARY SEEDING z TS TS \ \ \ CRS I _� E E / E � E PERMANENT SEEDING PS PS \\ i I E \ I w o MULCHING M M \ \ \\ \\ LL. i I I F E \ \ SILT FENCE U) \ I I IIN - GAS GAS DUST CONTROL GAS \\\ \\ \ \ \ � \ \\ \\ \\ \ \ \ \ I RIDGE OVER GAS LINE - GAS \ \ \ \ TEMPORARY STONE \ \ \ \ \� I AIR B GAS _ \ \ \ \ \ I I � �A l / / dAs ,AS --------- \ N CONSTRUCTION ENTRANCE CE \ \ \ \\ I I I I \ o W N \\ \ \ \\ \ \\ S I I / I I I `� 0 m 0- � GA CATCH BASIN INLET PROTECTION I = w ` uj Vco \\ \\ \ \\ I II II E LLI> I I I I I (SEE DETAIL 5 ON SHEET C-08) I \ U Y w NOTES: o \ \ I I I I I I I DRAIN FILTERED WATER // LINER TO BE ABANDONED IN PLACE. \ o w TO CATCH BASIN / J 1 \ \ F U) I I I CUT LINER PRIOR TO MATERIAL DISPOSAL. W Q 1. FINAL CONTOURS ARE NOT SHOWN ON THE PLAN VIEW. CONTRACTOR TO GRADE \ \ \ \ I \ \ w I I I I �� // \ _ co DISPOSED MATERIAL SUCH THAT SURFACE WATER DRAINS TO A SINGLE \\ \ II \I U I I I II — — — — X — — — I � v, DEWATERING POINT AT THE NORTHWEST CORNER OF THE EXISTING LAGOON. \\ \ \ r Q / I 1 SEDIMENT FILTER BAG — — — — �— _ — Y — \ X �- X I o o LL o \ I � / (SEE DETAIL 6 ON SHEET C 08) / — — — — _ -_ - — \ \ 0 MAXIMUM DISPOSAL MATERIAL FILL ELEVATION 304 AT EDGES OF THE LAGOON. \ I w I i \ / _ —X — — — — — _ _— — _ — — — � _ — \ I Z IL WITHIN THE LIMITS OF THE LAGOON THE TOP OF DISPOSAL MATERIAL MAY BE V A I I I Q / , _ — _ — _ — — _ — - — _ ____,_ _ v v `\ 1 Q z GREATER THAN ELEVATION 304. HOWEVER, CONTRACTOR IS RESPONSIBLE FOR V A A I A I I I SF / 2 ___ _ __ ___— �-- V-__ - --__ __ �w v� ��\ v\ \ \ I 0 o THE STABILITY OF THE DISPOSED MATERIAL. \ \ \ \ 1 I I I X 107 LF \ C-06 _ _ _ — — - - -- _- -_ — _ \ \� \ \ \ 1 co W Q I I W Mai— i �- / � '- - ��— — —p(— - � M of Moi—Moil � wv� vv V\ \ \ \ I I I MOl moll MOl-MOl _ ,,,, MO \ \\ \\ \ \ i— ao ° — °o — °o� ao� / / - — — — — — — "yC_y �i—°oi— aoi— aoi \ \ \ \ I w 2 2. SILT FENCE AND GRAVEL ACCESS ROAD TO REMAIN AT COMPLETION OF WORK. \ \ �1 I I �; Mo } ! i _ _ ® _ are—wl 00, \\ �\ \ \ 1co — ao� ao S � -__ - — -- — � _am art v �� VA VA\ \ V I I I m 3. AIR BRIDGE TO BE INSTALLED OVER GAS LINE TO PROTECT UTILITY. SEE II I ( I I �� I i -- wl��,��'�/ V —— — - ° �� \VAVv \\ V I o z ENTRANCE GATE 1 I \ \ \ SPECIFICATION21000-E. V I I I I I �3 i � ' � �� -______-_ TS v\ �� A\AA\VAA VAA \ __ _ \ \ \ 4. DEWATERING MEASURES ARE SHOWN SCHEMATICALLY. CONTRACTOR TO ADJUST I A I I A`� % �!I /i ——— __ —_— — —_ v� ` SEE NOTE 5 I I AND/OR ADD DEWATERING MEASURES AS NEEDED TO COMPLETE THE WORK. /cP PS _ 5. CONCRETE PADS, VALVES, LAGOON FILL PIPES, AND DECANT STRUCTURES TO BE MA \\'\ PS 2g5REMOVED BY OTHERS PRIOR TO CONSTRUCTION. \\\I\I II II II I I I I I II \ I I I I I I I I v� I I / I --% - - _ - zgo 11\1 \\ IIII I C-06 !:57 SEE NOTE 5 4+00�A� \ \ g I I1 1 I A III 1 \ `0o\ VA \ VAA V A\ s I I _ o I I - // E i `/// 3+p0 �- I III /I I I I I I�i I N o 0+00 1+00 2+00 3+00 \\ I � (- 350 350 PUMP o z N TOP OF SEDIMENT r _ GRAVEL A I I 1 417LIF f \ � 2+00 zo cm DIKEDIKE TOP GRADE DISPOSED MATERIAL TO w/ V o NACCESS PROMOTE DRAINAGE TOWARD THE EL. 305 cQ ROAD NORTHWEST CORNER OF LAGOON. o I Ic' rn z m 1+p0 o0 Dm 1 Ts 300 �� i 300 A I I I IIIII $ V < < ��\< < i� �� /� `/` s /// / / / //// // / � LLJ � oM \ DIKE TOP 1 IIII I \� \I \ \\� �\ i / / / w z r - - - - - - - - - hI \ \�\\ \moo\\ o _ Ps / /// / / / ///// / w EL. 305 \ IIII \\. \\ "' \ �' \\\ —— _ / !� /// ///// // / // / / M co I� 3 \ \o\\ \ \ \ _ / / / - / J m Z EL. 304 EL. 304 M // ///// // / / i cu Q I I \ \ \ _ - _ - % j / // / / o N EXISTING GRADE III 1 \1\\\ \ \\\ \\\\ \ \\\\\ \\ \�\ 2g _ _ _ — _ — _ i % ��/\/% /%j�/////// / l l m 250 250 — _ _ — �g5 0+00 1+00 2+00 3+00 \ \\\\ \ \\\\ \ \ \ 245 LF - S F /+ / STATION070 _ - - _ Lu - I --_ LIMITS OF DISTURBANCE ` / / Z Q c Z x � ' ,� ( I I I I \\\\ \\ �\\\\\ \\ \ SRO �30 — ' — = 1.9AC ` / / — Z W 2 DISPOSAL AREA NORTH-SOUTH PROFILE \` I \\\ \\\ \\\ <�� qo y�/� ,_,= _____=_=-_ / / / o J p Q \\\ \ \ \ \ \\\\ \\ \ \" \\ \ Y`°w LIMITS OF WORK W O w J SCALE: 1"=40' — — — — \ \\\ \\ \ \\\ \�\ \�\tom _ ij , - i — / / v v v \vvv \ vv v pw .�'s� �i ��30 _ — — —— 2.0 AC o < < � c i i/ jam — ��ii----- - 0 40' so' \ \ \ \\ \ i J �� J ` boo \ Q z O \ Q O (n V A V A \ VA VAS J vv v v vv v� vvv vv \ �� /// /ii — _ , z z vvvAvvv �29 vvv �v� \vvvv \ Lao s�� ////%�w`i/� i X_ _ - - _ _ — 00 0` \ \ \` \ \\ \ \ LOW` —LOW—� _ � 1 //j///////ivv�j i z Z Z v2wv v� vvv / / Q U) O O 0+00 1+00 2+00 3+00 4+00 5+00 `v� \VAAAA\ V A`A\ \\ V A / / // /// / / _ — —————— _ — — _ � U 0 U 350 350 � ��//�//j///�/////�/ 285 _ — O GRAVEL ACCESS ROAD \�� VAAA�\\`\\�\\\�� \vim 2 �////j//////j/ //� _ _ DIKE TOP TOP OF SEDIMENT DIKE TOP _ vvv �� AA\\\AVA��_��— _ C-06 j /� _ , — — ui ALL DISTURBED AREAS m EL. 305 EL. 305 IT1 O — Z EL. 304 � EL. 304 � �\ ��-�� C A lly EXISTING GRADE \ \\ \\ — — — — ' ` \ — LIVE INSPIREDTM — 250 250 0+00 1+00 2+00 3+00 4+00 5+00 a STATION a PROJECT: 22210081.000 N DISPOSAL AREA EROSION AND SEDIMENT CONTROL PLAN DATE: JANUARY2024 DISPOSAL AREA EAST-WEST PROFILE 1 m DRAWING NO. 3 SCALE: 1"=30' p Ci-06 m SCALE: 1"=40' t 0 30' 60' SHEET 0 40' 80' 8 OF 12 w F-- Q MATERIALS: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FILTER OF 1 INCH DIAMETER 1. USE A SYNTHETIC WOVEN GEOTEXTILE OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR #57 WASHED STONE J o 0 0 0 0 0 0 0 0 0 0 0 0 o C SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART BELOW. SYNTHETIC WOVEN GEOTEXTILE SHOULD CONTAIN FL ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 2+ YEARS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120°F. Jo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE:EN o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS OVERLAP HOARDWARE TEXTILE COLOTH BY C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 INCHES o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUPPORTED, UNSUPPORTED, TYPE OF STEEL FENCE POST TEST MATERIAL UNITS SILT FENCE SILT FENCE VALUE w 0 GRAB STRENGTH ASTM D 4632 N (LBS) WIRE FENCE HARDWARE CLOTH MACHINE DIRECTION 400 550 MARV SILT FENCE FABRIC ON THE WIRE FENCE7- STEEL FENCE POST SEDIMENT FENCE ON WIRE FENCE (90) (90) FABRIC PLAN VIEW X-MACHINE DIRECTION 400 450 MARV (90) (90) PERMITTIVITY2 ASTM D4491 SEC-1 0.05 0.05 MARV CONSTRUCTION NOTE: MAINTENANCE NOTES: APPARENT OPENING ASTM D 4751 FILTER OF 1 INCH DIAMETER 04 SIZEZ MM 0.60 0.60 MAX. ARV3 #57 WASHED STONE USE SEDIMENT FENCE OUTLETS ONLY WHEN DRAINAGE DOES NOT EXCEED 1. REMOVE AND DISPOSE OF SILT ACCUMULATION WHEN THE DEPTH °'' N (US SIEVE #) (30) (30) J a ACRE AND THERE IS A LOW AREA. USE AS A REPAIR OF SILT FENCE REACHES ONE-HALF OF THE HEIGHT OF THE #57 STONE. Y m CD ULTRAVIOLET % 70% AFTER 70%AFTER 2 o FAILURES STABILITY ASTM D 4355 RETAINED 500 HOURS OF 500 HOURS OF TYPICAL \ 1 2. REPLACE OR CLEAN #57 STONE AND/OR HARDWARE CLOTH AS NEEDED U Y w z STRENGTH EXPOSURE EXPOSURE �� - 12 TO ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE o z uj 1 SILT FENCE SUPPORT SHALL CONSIST OF 14 GAUGE STEEL WIRE WITH A MESH SPACING OF 150 MM (6 INCHES), OR PREFABRICATED FLOW BETWEEN RAIN EVENTS. LU Q POLYMER MESH OF EQUIVALENT STRENGTH. HARDWARE CLOTH STEEL FENCE POST SET ' U ~ 0 2 THESE DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIETY OF SEDIMENT. FOR ENVIRONMENTALLY SENSITIVE o 0 o MAXIMUM 2 FEET APART cn co Lu AREAS, A REVIEW OF PREVIOUS EXPERIENCE AND/OR SITE OR REGIONALLY SPECIFIC WOVEN GEOTEXTILE TESTS IN ACCORDANCE GRADE WIRE FENCE o LL 0 WITH ASTM D 5141 SHOULD BE PERFORMED TO CONFIRM SUITABILITY OF THESE REQUIREMENTS. HARDWARE CLOTH z a 3 AS MEASURED IN ACCORDANCE WITH ASTM D 4632. - l 8., Q z J 2. POSTS FOR SEDIMENT FENCES SHALL BE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FT. POSTS SHALL HAVE PROJECTIONS TO FACILITATE 24" Z ° FASTENING THE WOVEN GEOTEXTILE. Go Lu � o m 3. FOR REINFORCEMENT OF STANDARD STRENGTH WOVEN GEOTEXTILE, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 0 ° INCHES. CONSTRUCTION NOTES: SIDE VIEW 1. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. OVERLAP OVERLAP 12 12 2. CONSTRUCT THE WOVEN GEOTEXTILE FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, INCHES INCHES SECURELY FASTEN THE WOVEN GEOTEXTILE ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. GRADE 3. SUPPORT STANDARD STRENGTH WOVEN GEOTEXTILE BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING TIE WIRES. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN WOVEN GEOTEXTILE ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHALL HAVE A MINIMUM 50-POUND TENSILE STRENGTH. I IV 4. SPACE POSTS A MAXIMUM OF 6 FT FOR UNSUPPORTED SEDIMENT FENCE AND 8 FT FOR SUPPORTED SEDIMENT FENCE. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A MINIMUM OF 24 INCHES. III NOTE: III wafto C, Y 5. INSTALL STONE OUTLETS IN ALL LOW LYING AREAS AND SWALES AND AT A MINIMUM SPACING OF EVERY 100 FT OTHERWISE. III BURY WIRE FENCE, HARDWARE z CLOTH, AND SEDIMENT FENCE _ 6. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. -I FABRIC 8" INTO THE TRENCH _ _ mQ c rn z m Lu 7. PLACE 12 INCHES OF THE WOVEN GEOTEXTILE ALONG THE BOTTOM AND SIDE OF THE TRENCH. FRONT VIEW - z w 0 co m 2c� 8. BACKFILL THE TRENCH WITH STONE PLACED OVER THE WOVEN GEOTEXTILE AND COMPACT. V � N SILT FENCE OUTLET z ' `o 9. DO NOT ATTACH WOVEN GEOTEXTILE TO EXISTING TREES. 2 V' w z o 2 z L U- NTS � co Lo 10. INSTALL PLASTIC CAPS OVER THE POSTS. J m` c � w MAINTENANCE NOTES: m o 0 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER). MAKE ANY REQUIRED REPAIRS z IMMEDIATELY. CONSTRUCTION NOTES: 0 z 2. SHOULD THE WOVEN GEOTEXTILE OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. M / 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER z LL 0 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY (NO GREATER THAN HALF THE FENCE HEIGHT) TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN OBJECTIONABLE MATERIAL AND GRADE PROPERLY. w 0 w AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 0 2. PLACE NON-WOVEN GEOTEXTILE OVER CLEARED AREA. z Q 0 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING / ( z Q a 0 DRAINAGE AREA HAS BEEN PROPERLY STABILIZED WITH SEED AND MULCH. P� 3. PLACE WASHED STONE TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE } T PLANS AND SMOOTH IT. W J PLASTIC CAP OVER POST �0 o U U u Q 4. PROVIDE DRAINAGE TO CARRY WATER TO A SUITABLE OUTLET. LL = Q �-�-� 50' MIN. Q OZ Of z w 0 MAINTENANCE NOTES: z o 0 Q STEEL POST WIRE MESH FENCE o �� 1. MAINTAIN THE STONE PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM a_ ~ z 0 WOVEN GEOTEXTILE FASTENED TO UPSLOPE Q� �Q- LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH U 0 0� ,It SIDE OF POSTS THICKNESS ��aJ 2-INCH STONE. / 2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND 0N z 0 24" MAX. CLEAN IT OUT AS NECESSARY. 0. 0 WOVEN GEOTEXTILE �� w U a 2 HEIGHT �� 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR Lo wi 2-3" WASHED STONE / TRACKED ONTO PUBLIC ROADWAYS. Lo cm co NOTES N zi /�\/�\/�� 8" MIN. --- - __ 1. COARSE AGGREGATE: CLASS A RIPRAP 6 �o 04 _j m 0 lly C 0 24" MIN. 2. MINIMUM THICKNESS: 6 INCHES 75; Q- a J 12" OF OVEN GEOTEXTILE INSTALLED BURIED 3. MINIMUM LENGTH: 50 FEET LIVE INSPIRED o cn 0 4. MINIMUM WIDTH: 25 FEET Nol� 4" MIN. 5. NON-WOVEN GEOTEXTILE: REQUIRED TO SEPARATE COARSE AGGREGATE FROM a o 0 SUBGRADE o PROJECT: 22210081.000 DATE: JANUARY 2024 o N z 6. MAINTAIN TO PREVENT TRANSPORT OF SEDIMENT ONTO PUBLIC ROADS. PLACE N o TEMPORARY SILT FENCE ADDITIONAL COARSE AGGREGATE AS CONDITIONS DEMAND. W DRAWING NO. UN C-07 Lu o NTS CONSTRUCTION ENTRANCE SHEET � Q � a) zz NTS 9 OF 12 moo ° � 45 cu F- :� J) m C 0 J LLJ TEMPORARY SEEDING: 5/g" POLYPROPYLENE ROPE w I- a LIME: BASED ON SOIL TEST OR 2 TONS/ACRE ON COARSE TEXTURED SOILS OR 3 TONS ON FINE-TEXTURED SOILS. APPLY %4" TIE ROPE FLOATATION LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. FERTILIZER: BASED ON SOIL TESTS. APPLY 10-10-10 GRADE FERTILIZER AT NO LESS THAN 1000 LBS/ACRE AND DRIP LINE INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. SNOW FENCE MULCH: MULCH SHALL BE CLEAN STRAW AT 4000LBS/ACRE STRAW. ANCHORED WITH AN ASPHALT EMULSION TACKING AGENT APPROVED BY OWNER AT A RATE OF 400 GALLONS PER ACRE. APPROVED METHODS ARE HYDRO-SEEDING MULCH. ° e ° ° ° e A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AN ANCHORING TOOL. ° o ° ° ° ° ° ° o ° ° FOLDS FOR COMPACT STORAGE a so• so 2 IIII IIII ALL SEAMS LATE WINTER AND EARLY SPRING DATES: SEED TYPES: SEEDING RATE: ° ° ° e ° ° o HEAT SEALED o MOUNTAINS (> 2500 FT) FEB 15-MAY 15 RYE GRAIN 120 LBS/AC ° ° ° ° ° ° ° DEPTH AS MOUNTAINS (< 2500 FT) FEB 1-MAY 1 ° NEEDED BOARD FENCE ° PIEDMONT JAN 1 - MAY 1 ° ° ° ° ° ° ° CORD FENCE COASTAL PLAIN DEC 1-APR15 ° ° ° ° ° ° ° ° ° ° PLASTIC FENCE ECONOMY FABRICS AVAILABLE SUMMER DATES: SEED TYPES: SEEDING RATE: I 180Z 300LB/IN STANDARD MOUNTAINS MAY 15-AUG 15 GERMAN MILLET 40 LBS/AC PIEDMONT MAY 1-AUG 15 w COASTAL PLAIN APR 15-AUG 15 NYLON REINFORCED VINYL %4" CHAIN FALL DATES: SEED TYPES: SEEDING RATE: N MOUNTAINS AUG 15 - DEC 15 RYE (GRAIN) 120 LBS/AC 1. PLACE TREE PROTECTION ZONE (TPZ) BARRIERS TO PREVENT THE 1. BARRIERS SHOULD BE A BRIGHT COLOR (YELLOW OR "INTERNATIONAL" ORANGE ARE RECOMMENDED) THAT WILL ATTRACT THE ATTENTION OF o W Lo N PIEDMONT AUG 15 - DEC 30 APPROACH OF EQUIPMENT WITHIN THE DRIP LINE OF TREES TO BE NEAR BY BOATERS. W m COASTAL PLAIN AUG 15 - DEC 30 RETAINED. TEMPORARY TREE PROTECTION FENCING SHOULD BE Y "' ERECTED BEFORE CLEARING, DELIVERIES AND OTHER CONSTRUCTION W 0 MAINTENANCE ACTIVITIES BEGIN ON THE SITE. 2. THE SILT CURTAIN FABRIC MUST MEET THE MINIMUM REQUIREMENTS NOTED BELLOW: o w W Q REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, 2. PROHIBIT OR RESTRICT ACCESS TO TPZs. POST "KEEP OUT" SIGNS ON PHYSICAL PROPERTIES OF SILT CURTAIN FABRIC m = c j U) OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. ALL SIDES OF FENCING. DO NOT PLACE EQUIPMENT, CONSTRUCTION w MATERIALS, TOPSOIL, OR FILL DIRT WITHIN THE TPZs. ILL.PHYSICAL PROPERTIES REQUIREMENTS o REWORK, RESEED AND MULCH WHAT IS DAMAGED BY TRAFFIC. THICKNESS, MILS 45 z a 3. DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATIONS. Q z WEIGHT/OZ./SQ.YD. 0 J PERMANENT SEEDING: 4. MONITOR TPZs DURING ALL PHASES OF CONSTRUCTION. TYPE I 18 z TYPE II 18 OR 22 m W LIME: BASED ON SOIL TEST OR 2 TONS/ACRE 5. DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINE. IF A TREE TYPE III 22 z o m MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE GRAB TENSILE STRENGTH, LBS 300 ° o FERTILIZER: BASED ON SOIL TEST OR 1000 LBS/ACRE OF 5-10-10 FERTILIZER IT WITH A TREE OF THE SAME OR SIMILAR SPECIES, 2-IN CALIPER OR LARGER, FROM BALLED AND BURLAPED NURSERY STOCK WHEN UV INHIBITOR MUST BE INCLUDED ACTIVITY IN THE AREA IS COMPLETE. SEED TYPES: SEEDING DATES: SEEDING RATES: (LBS/AC): 6. OPTIMIZE TREE HEALTH FOR ALL TREE WITHIN TPZs. ASSIGN A TALL FESCUE SEP 30 - MAR 15 100 3. THE SEAMS IN THE SILT CURTAIN FABRIC SHALL BE EITHER VULCANIZED WELDED OR SEWN, AND SHALL DEVELOP THE FULL STRENGTH OF THE RED TOP 5 TRAINED CREWMEMBER OR HIRE A PROFESSIONAL TO COMPLETE SILT CURTAIN FABRIC. REGULAR TREE MAINTENANCE TASKS, INCLUDING WATERING, GERMAN MILLET APRIL 15 -AUG 15 10 FERTILIZATION, AND MULCHING TO PROTECT TREE ROOTS. CONSULT A 4. FLOTATION DEVICES SHALL BE FLEXIBLE, BUOYANT UNITS CONTAINED IN AN INDIVIDUAL FLOATATION SLEEVE OR COLLAR ATTACHED TO THE TREE PROFESSIONAL FOR ADVICE ON THESE PRACTICES IF NEEDED. CURTAIN. BUOYANCY PROVIDED BY THE FLOATATION UNITS SHALL BE SUFFICIENT TO SUPPORT THE WEIGHT OF THE CURTAIN AND MAINTAIN A RYE (GRAIN) AUG 15 -APR 15 40 DO NOT CHANGE THE SOIL, GRADE, DRAINAGE, OR ACTION WITHOUT FREEBOARD OF AT LEAST 3-INCHES ABOVE WATER SURFACE LEVEL. PROTECTING TREES THAT ARE TO BE KEPT. MULCH: 7. ONCE PROJECT IS COMPLETED, TREE PROTECTION FENCING SHOULD 5. LOAD LINES MUST BE FABRICATED INTO THE BOTTOM OFF ALL FLOATING SILT CURTAINS. THE SUPPLEMENTAL (BOTTOM) LOAD LINE SHALL BE LEFT UNTIL EROSION & SEDIMENT CONTROLS ARE REMOVED. WHEN CONSIST OF A CHAIN INCORPORATED INTO THE BOTTOM HEM OF THE CURTAIN OF SUFFICIENT WEIGHT TO SERVE AS BALLAST TO HOLD THE TYPE AND RATE OF APPLICATION: CLEAN STRAW AT 2 TONS/ACRE TPZ FENCING IS BEING REMOVED, PRUNE ANY DAMAGED TREES AND CURTAIN IN A VERTICAL POSITION. ADDITIONAL ANCHORAGE SHALL BE PROVIDED AS NECESSARY. THE LOAD LINES SHALL HAVE SUITABLE REPAIR AND ROOTS THAT MIGHT HAVE BEEN HARMED. CONNECTION DEVICES WHICH DEVELOP THE FULL BREAKING STRENGTH FOR CONNECTING TO LOAD LINE IN ADJACENT SECTIONS. E METHOD OF ANCHORING: ANCHORED WITH TACKING AGENT APPROVED BY OWNER. waftC7 0 0 6. EXTERNAL ANCHORS MAY CONSIST OF WOOD OR METAL STAKES (2-X4-INCH OR 2%2-INCH MINIMUM DIAMETER WOOD OR 1.33 POUNDS/ LINEAR z N FOOT STEEL). ❑ m MULCH AND MATTING: 2 TREE PROTECTION FENCE z cm Lu N o U NTS MAINTENANCE: o N Lu U TYPE AND RATE OF MULCH: CLEAN STRAW AT 4000 LBS/ACRE STRAW. ? m 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SILT CURTAIN FOR THE DURATION OF THE PROJECT IN ORDER TO 0 ,4 METHOD OF ANCHORING: ENSURE THE CONTINUOUS PROTECTION OF THE WATERCOURSE. V z z co z (n ❑ co ANCHORED WITH TACKING AGENT APPROVED BY CONTRACTOR. APPROVED METHODS 2. SHOULD REPAIRS TO SILT CERTAIN FABRIC DEEM NECESSARY, THERE ARE NORMALLY REPAIR KITS AVAILABLE FROM THE MANUFACTURERS; Lu w ARE ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED TO ENSURE THE ADEQUACY OF THE REPAIR. J 2 Lo 3 NEARLY STRAIGHT CAN BE USED AS AN ANCHORING TOOL. cu J 3. WHEN THE CURTAIN IS NO LONGER REQUIRED AS DETERMINED BY THE INSPECTOR, THE CURTAIN AND RELATED COMPONENTS SHALL BE o N a REMOVED IN SUCH A MANNER AS TO MINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFORE REMOVING THE cn W SEEDING REQUIREMENTS CURTAIN. SEDIMENT MAY BE REMOVED AND THE ORIGINAL DEPTH (OR PLAN ELEVATION) RESTORED. ANY SPOILS MUST BE TAKEN TO UPLAND o NTS AREA TO BE STABILIZED. 15' (MIN.) TURBIDITY CURTAIN M zp NTS z U) ° w0 Ly NON-WOVEN GEOTEXTILE U' o GALVANIZED 24 GAUGE MINIMUM WIRE > (TENCATE/MIRAFI 180N OR MESH HARDWARE CLOTH, 1/4" STANDARD METAL POSTS 2'-0" IN GROUND MAINTENANCE: Z — CV 0 APPROVED EQUAL) OPENINGS (ON ALL FOUR SIDES) Q Q 1. INSPECT WEEKLY AND AFTER EACH RAINFALL NCDOT ABC STONE EVENT. w J �I o Q Q vJ 2. CLEAR THE MESH WIRE OF ANY DEBRIS OR 0 Q Y NCDOT ABC STONE 57 WASHED STONE PLACED TO A HEIGHT LI U # OTHER OBJECTS TO PROVIDE ADEQUATE FLOW LL 0 6 811 2.0% 2 0% OF 12"-18" MINIMUM ABOVE TOP OF BOX FOR SUBSEQUENT RAINS. Q p P- w V 000000v00vv V V v V 00 DODO 000000000000 (AROUND ALL FOUR SIDES) JZ � Z 3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE O Q Q ___________ 170717070707177170170170717017007 __`_7_7_107071701701707177170 � �Z77 � � ___________ WIRE MESH DURING SEDIMENT REMOVAL. Z Z ry I-I I-I I-III-I I-I I I ______ - III-1 I-I -III-III-III-I I=11' - - - - - -III-III-III-III-I 1- o o z J 11 -1 =1 =1 =1 1=1 1=1�1=1 1 1=1�1= 1= - �� 4. REPLACE STONE AS NEEDED. I.;III-III-III-III-III-1 I I-III-III-III-III-III-III-III-I 11- III=1 =1 =1 I— I- o '=,1 11=1 11=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 11=1 11=1 11=I'' -1 I-III-III-I I I-I I I-I I I-I I I-I I I-I I I_ _� �, Q Q U -I I I-1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 I 1=1111 .111- I I I I -I I 1=111=1 11=1 11=1 11=1 11= 4 I I I=I I I,;,I I II I II I II I II I II I II I II I II I II I II I II I I I I- I I II�II I I11111111l1111111I IEI I I- _`� GRADEMETAL POST 0 U) a -' —1 11=1 11- -1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I= El I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1' WIRE MESH HARDWARE CLOTH 0N z ACCESS ROAD SECTION TYPICAL 1=III=III=III=III=III=III=III=III-I I 111=III=III=III=III=III=III=III=III=III-' ID 0 4 III=III=III=III=III=III=III=III=III III=III=III=III=III=III=III-III=III- LL f=_III=III=III=III=III=III=III=III=1 I I 11=III=IIIII-III=III-1 j r i i 1=1 I=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I ' I 111-GROU-N D I=III;I' '-III-III-III=III=III=III=11 III=111==-111- w U a '1=1 I I-I I I-I I I-I I I-1 I I-I I I 1 11=111-111-111=11 III=III=III=III=III=III=11 III=III=III=III=111- a s _III-III-I 11=1 11=1 11=1 I I III-III-I 11=1 11 #p57 WASHED STONE Lo w -III-I I I-I 11=1 11=1 11=1 I 111=1 11=1 I I-II I'— Lo cn 'II-III=III=III CATCH BASIN/ III-III- ° M 'IEI I I=I I I=11 III=I I I=11 12"-18" N o WELL VEGETATED AREA DISCHARGE HOSE ''-III-III YARD INLET III-III- MIN. ° ° FLOW DIRECTION -CID DISCHARGEHOSE CLAMPS 1 III-II IIII-IIII-II N J - I�1=11I CLAMPS I=IIIIII�Ii GRADE I- 11=1 I III-I I '=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= �I I I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 11=1 11= -111� IIII '-i-ITi-III:I I 1=1I I-III-III-I III-I I I I I=1I1=1I1=1I1=1I1=1I1=1I1=1I I "-'I I, I I1=1I1-1 i 1='' 'gd i II I--1III-1 I=I IIIII-I'=I2 -I I I I I I�1I II I' -I I I IIC II II-AI I IT II II CII=-iI HI I II II II=-IB 11I1 II=I I 1III=1 I IIII=I1 I 11 BURY HARDWARE C Ily - II= = _II Ia Co =I II CLOTH 6" MINIMUM oQ I -1 El N FILTER BAG FILTER BAG LI'VE INSPI REDTM E ASIN/ — o ;a FRONT CUT-AWAY VIEW -11 YARD INLET M W CD 04 CD WELL VEGETATED, GRASSY AREA N o n PUMP a �'z ELEVATION VIEW M PROJECT. 22210081.000 o U WELL VEGETATED, GRASSY AREA PUMP INTAKE HOSE o N z INTAKE HOSE DATE: JANUARY 2024 N w MAINTENANCE NOTE: ALL SEDIMENT BAGS WILL BE FRONT SECTION VIEW > - m DRAWING NO. N - CONTINUOUSLY MONITORED DURING OPERATION AND PUMPING W 0 0 o PLAN VIEW RATE WILL NOT EXCEED SEDIMENT BAG LIMITS AT ANY TIME. CATCH BAS I N�YARD INLET PROTECTION C-08 ? 0o SEDIMENT FILTER BAG SHEET 5 a) z NTS NTS o 10 OF 12 moo ° ai w cu F- :� J) m C O J LL J CONSTRUCTION ROAD STABILIZATION W Debris from ..:'1- MAINTENANCE NOTES: N Purpose: To aid the establishment of vegetative cover from seed, NOTES: to reduce runoff velocity and increase infiltration, and to slope above t reduce erosion and provide for sediment trapping. is caught by L I I INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR steps. 2-3 1. CLEARING ROADBED AND PARKING AREA OF ALL VEGETATION, ROOTS, CONDITION OF SURFACE. TOPDRESS WITH NEW GRAVEL AS NEEDED. CHECK p (depending on material) AND OTHER OBJECTIONABLE MATERIAL. ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND Applicability: All construction slopes require surface roughening to Drainage ,� ' 1 �� SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS. MAINTAIN ALL 2 LLL«"'�� , 2. ENSURE THAT ROAD CONSTRUCTION FOLLOWS THE NATURAL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING j facilitate stabilization with vegetation particularly slopes '� J}L CONTOURS OF THE TERRAIN IF IT IS POSSIBLE. AREAS SHOULD BE TREATED IMMEDIATELY. cn steeper than 3:1 Of p TP _ 3. LOCATE PARKING ARES ON NATURALLY FLAT AREAS, OF THEY ARE GENERAL NOTE Q0 0 �-- Greater ----W� �" AVAILABLE. KEEP GRADES SUFFICIENT FOR DRAINAGE, BUT GENERALLY than vertical NOT MORE THAT 2 TO 3%. 0 U) ,t�, .. U w 11 4. PROVIDE SURFACE DRAINAGE, AND DIVERT EXCESS RUNOFF TO STABLE 1. THESE SPECIFICATIONS WERE REFERENCED FROM THE NC MAINTENANCE: i AREAS BY USING WATER BARS OR TURNOUTS (REFERENCES: RUNOFF EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, o PERIODICALLY CHECK THE � CONTROL MEASURES). REVISED 2013. Q SEEDED SLOPES FOR RILLS AND �j-� 5. KEEP CUTS AND FILLS AT 2:1 OR FLATTER FOR SAFETY AND STABILITY 2. PERIMETER MEASURES SHOULD BE VISIBLE AND VEGETATION WASHES. FILL THESE AREAS ~ AND TO FACILITATE ESTABLISHMENT OF VEGETATION AND SHOULD BE MAINTAINED TO FACILITATE A FULL PERIMETER ` } MAINTENANCE. INSPECTION. w SLIGHTLY ABOVE THE ORIGINAL 6. SPREAD A 6-INCH COURSE OF "ABC" CRUSHED STONE EVENLY OVER THE GRADE THEN RESEED AND Cut steps with FULL WIDTH OF THE ROAD AND SMOOTH TO AVOID DEPRESSIONS. ..•v �`r`', �- MULCH AS SOON AS POSSIBLE. L1I� 1- drainage to the 7. WHERE SEEPAGE AREAS OR SEASONALLY WET ARES MUST BE Wca co U) w _ back. Avoid low CROSSED, INSTALL SUBSURFACE DRAINS OR NON-WOVEN GEOTEXTILE W Uj FABRIC CLOTH BEFORE PLACING THE CRUSHED STONE (PRACTICE 6.81, U Y z SpOtS. SUBSURFACE DRAIN). o W 4 �r . ~ � 8. VEGETATE ALL ROADSIDE DITCHES, CUTS, FILLS, AND OTHER DISTURBED z Slope , s'' .� Figure 6.03b AREAS OR OTHERWISE APPROPRIATELY STABILIZE AS SOON AS Z = Cn o GRADING IS COMPLETE (REFERENCES: SURFACE STABILIZATION). < m Stair stepping cut 0- slopes 9. PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT z Q Q _ --� Q z ` - OFF-SITE SEDIMENTATION. J co LU • o - '� _�,��- � � I Ili i � Z co o m O A f� i --!- I �1 I y!f �� :ITS' yi�� •.�—� ��__ -11 • " - '-'`��• � wor Groove b cuttingfurrows .� 1 � ' -� �,• along the contour. Irregularities in the soil surface catch rainwater -(�{ and retain lime, fertilizer, and seed. —T ` 1-3 Figure 6.03a t Tr E R � Bulldozer treads create grooves perpendicularI s Q) Z N to the slope. The slope face should not be Figure 6.03c I p p Z back-bladed during the final grading operation. Grooving slopes w N CQ a) � z LU m 2 � Source: NCDEQ Practice Standards and V O z SURFACE ROUGHENING Specifications Sec. 6.03 w z o M 1 NTSUjr_ LL MLo a J m cn O c. Q ¢ co m ul 0 O x H Z O z 400 400 (� ° TE ORARY STREAM CROSSING NOT Z U_ ° w O 0 1. KEEP CLEARI AND EXCAVATION OF THE STREAM BANKS AN ED AND z C APPROACH SEC NS TO A MINIMUM. Z C co 2. KEEP STREAM CROS NG AT A RIGHT ANGLE TO THE ST AM FLOW. O Q U) � J F3. STABILIZE ALL DISTURB AREAS SUBJECT TO FLO G WATER, INCLUDING LLJ J 375 STABILIZE AREA BETWEE�GREE 375 � � � Y PAVEMENT AND STREAM CROSSING PLANNED OVERFLOW AREA WITH RIPRAP OR O ER SUITABLE MEANS. p Q Q ° USING ACCESS ROAD DETAIL ON DRAWING C- 4. REMOVE TEMPORARY STREAM OSSING IM DIATELY WHEN NO LONGER LU U U Q �, NEEDED. RESTORE THE STREAM C NN O ITS ORIGINAL CROSS-SECTION, AND Q O � � W SMOOTH AND APPROPRIATELY STABI E ALL DISTURBED AREAS. J Z Z of m AC S ROAD EXISTING GRADE Z 5. ANY IN-STREAM SEDIMENT CONTR ME URES MUST BE REMOVED UPON >_ O 0 2-YEAR STORM 47 0 Z Z Q a r EL 345.9 0 STABILIZATION OF THE AREA. O O J ry m _ � > Z 0 350 _ _ _ _ __ _ _ 350 MAI NTENANC OTES: O Cn I-- � w 0 0 - J INSPECT TEMPO RY STREAM CROSSINGS AFTER RUNOFF-PRO CING RAINS TO CID Z NCDOT CLAS RIPRAP OR w CHECK FOR CKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHA EL SCOUR, O EQUIVALENT WITH OT RIPRAP D LACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY T REVENT r , a CLASS 2 RIPRAP ON TH TER SHELL FURT DAMAGE TO THE INSTALLATION. w a 2 OF STREAM CROSSING EMBA ENT Uj 1 325 325 M (i (4)48" DIA CULVERTS M co N Y NON-W N GEOTEXTILE NM co J B EEN STONE AND SUBGRADE A Py0 C: a_ o 300 300 0-co — LIVE INSPIRED— a >,J 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+ NOTE: A ROCKFILL EMBANKMENT WITH CULVERT PIPES WAS PRESENTED ON o w PREVIOUS VERSIONS OF THESE DRAWINGS AS A CONCEPTUAL OPTION FOR THE co N `° STATION TEMPORARY STREAM CROSSING. THE CONTRACTOR'S PROPOSED TEMPORARY N CD0 STREAM CROSSING CONSISTS OF A PREFABRICATED BRIDGE INSTALLED ABOVE THE N - Z EXISTING GREENWAY BRIDGE. SEE CONTRACTOR'S SUBMITTAL "TEMPORARY STREAM M PROJECT: 22210081.000 o CROSSING PLAN" FOR MORE DETAILS. N C,CD STREAM CORSSING CONCEPT DATE: JANUARY2024 Uj > `% 2 DRAWING NO. M N SCALE: 1"=20' W o UNa C-09 w 2 0 0 20' 40' L m - Q O SHEET (D0 11 OF12 ° o ° N N W CUE Cnm C ° J LLJ w a 0 z 0 a U U LLJ 0 STEEL DOME TOP, WELDED REMOVABLE BOLLARD TO TOP OF BOLLARD (TYPICAL FOR ALL 3) GREENWAY YELLOW REFLECTIVE '-0" 2" THICK TRAIL 6 2'-0" 10'-0" 2'-0" TAPE, 3" WIDE AND YELLOW GRASSED SWALE ON THE UPHILL 6" FROM TOP OF THERMOPLASTIC m M DRAINAGE TRAIL OLCULVERTSG BOLLARD DIAMOND BOLLARD w LUL w SIDE OF N 2" SUPERPAVE ASPHALT CONCRETE 6" HANDLE, ALIGN BOLLARD (TYPICAL) Lu CO w 1' 0" TYPE S9.56 PER NCDOT STANDARDS CLEAN BACKFILL ON SEED AS SPECIFIED OF BOLO LARD BACK 1 -O O O 10'-0" U Y Lu w z LOCKING EYE, 3'-6" 0 GEOTEXTILE FABRIC I ll IIll—III I jI1'1-1I 1IIJ—f--Ill—I 111—�I—1—1IJ—III=III I J—I1 IJ—IL—TII I J—I1 IJ—IJ—TI1 I—I I_J—I—I I —IIIJ—I—T I I—iI I_J—I—I I I—iI I_J—I— �I I I I II lII I II I I I I_LI II lIL—II=LIlI lI=L—II=L I 11 l—LI1I=LL lI ll— iIILI l_- ' - I WELDED TO BOLLARD oz2% MAX. CROSS SLOPE (2'-0" SHOULDERS (SPEC. 9002) Lau CROSS SLOPED IN SAME DIRECTION AS TRAIL) LuMIN. I LOCKING EYE, WELDED 1 -0 z TO GROUND INSERT 4' FINISHED GRADE O ca = U) DEEP — W— Q LLi —I_ 1' 6" OI II I II I II — L-4 Ll" ILL' 3,000 P.S.I. z COMPACTED SUBGRADE " CONCRETE 6 AGGREGATE BASE COURSE UNDERLINED " 100% COMPACTION FOOTINGOUMITST zND INSERT 6"WITH GEOTEXTILE FABRIC (SPEC. 9002) 50'-0" WITH STAMPED CONCRETE z 0 30'-0" WITHOUT m I_LI Q 6 STAMPED CONCRETE oLu U NOTES: m w 0 1. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION. FRONT VIEW o z 2. NO ABOVE GROUND UTILITIES OR UTILITY SURFACE COVERS/PLATES/MANHOLES SHALL BE LOCATED WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL. RAISED MANHOLES SHALL BE MINIMUM 4 FEET FROM TRAIL EDGE. 3. ALL TRAILS SHALL BE LOCATED MINIMUM 5 FEET FROM THE BACK OF CURB. 4. SIDE SLOPES SHALL NOT EXCEED 3:1. CUT & FILL SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN TRANSITION. REMOVABLE BOLLARD: SIDEWALK 5. CROSS SLOPE TYPICALLY TO LOW SIDE BUT CROSS SLOPE TO INSIDE OF DOWNHILL CURVES, WITH ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT GRADUAL TRANSITIONS BETWEEN ANY CROSS SLOPE DIRECTION CHANGES. BACK & FRONT OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY. NOTE: ALL METAL SHALL BE GALVANIZED PAINT, ONE COAT METAL PRIMER ` AND TWO COATS BENJAMIN MOORE HUNTER GREEN METAL ENAMEL. PLAN VIEW 1 10-FT ASPHALT GREENWAY TRAIL NTS 2 REMOVABLE BOLLARD C) NTS a� — U � cr) Z � Lu L0 O U N O y Lu U O C Z m � � RAMP WIDTH AREA r— z 0.g" 1 6 CONCRETE TRAIL APRON EXPANSION JOINT 3% 4" (NOMINAL) z m o M OO OO OO OO OO OO BASE DIAMETER to 0.65" to WITH 6" MINIMUM 0.90 R TO 1.40 R 1.4" MIN. 2,4" THICKNESS 3,000 P.S.I. 5'-5'° EXPANSION JOINT "REDWOOD" RECYCLED Lu zILL w OO OO OO OO OO -i PLASTIC PROFILED SLATS J c CIO (6 LID a> O'20" SIDEWALK ARMREST m rn 3 o O O O O O O TOP DIAMETER OF •° d � TRAIL 5% MAX. Y4"x 2" STEEL BAR 11" Y U I NO LESS THEN g 33% 2% END ARMREST 0 N J a 0° 0° 0° 0° 0° 50% TO NO MORE PAVEMENT �— _ _ _ Q C°� THAN 65% OF THE w BASE DIAMETER I I I I' 3 x 4)/2" STEEL BAR °o DETECTABLE WARNING DOMES 1 DETECTABLE WARNING DOME NOTES: - Of COMPACTED BACKFILL 3/$"x 2" STAINLESS STEEL BTN. z 1. DETECTABLE WARNING DOMES WILL COVER 2 FEET OF LENGTH TYPICAL SECTION 3" SQ. x y4" W. SKT. HD. LAG WITH WASHER 18„ OU AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE STEEL TUBE Y2"x 3" STEEL z DETAILS. 0 4„ 2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH SURFACE PLATE U ADJOINING SURFACE, EITHER LIGHT-ON-DARK, OR '^ O VJ � DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. � � . , .s o n J LO SIDEWALK WIDTH —_ __—__� __ -_ •—__ —__�D_ •=_ U 5'-0" MINIMUMIII—III-1 I I-1 I I—III—III—III—III—III—III—III—III—III—III .III-1 .3» I I I I—III-1 I—I I—�I I Z Q III=1 I —I I — I — —1 I I _III—III=III— I I— _ (� Z o CREME I—I I — III I I I- 6" x 12" —III— E �S�PMP�wP�ARP CONCRETE CURB UTILITY MUM C A- CONCRETE SLAB 12 0 >- O Ui 108.33% (12:1) MAX RAMP SLOPE GREE�1 S�pEwPP FRONT VIEW (SEE DETAIL 9300.02) SIDE VIEW ui V U a) PRE O2 CROSS SLOPE: 2.00% W W W W W .� LLI 74 30 MAXIMUM CROSS SLOPE AND LONGITUDINAL O O W W W W W W "W W Y LL _ 0 SLOPE OF 2.00% TO DRAIN TO CURB. VAS <�(P•� W W W W W W J O W W W RPp W W Z O OTE W W F CN RB SHALL BE TAPERED TO FINISH 5-FT RADIUS �� 0\14 W W W W W �/W�W W W W Z � Z FLUSH WITH SIDEWALK/TRAIL. MIN. (TYPICAL) 10' O �" NOTES: O= z z 2O�/ 1. ALL STEEL MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED 0- Q w O ' 1 o=O'O O 2'-6" CURB & GUTTER WITH BLACK POLYESTER POWDER COATING. U v K W W O 2. DuMor PRODUCT OR EQUIVALENT. }/� w O V/ Q Sip` PREP W W W W W W p GE W W W o 10�0 \� EXPANSION JOINT TYPICAL �n y (TYPICAL) V W W W W W.y 0� pyK SURF W W W co W W Y N W W U W Y W 2 DETECTABLE WARNING SURFACE a, — ISOMETRIC VIEW u') w LO (� 0 0l 6" CONCRETE CURB ISOMETRIC VIEW N U) O Y �' 3 GREENWAY DRIVEWAY APPRON 4 BENCH A Ry ?7 0 NTS NTS '*` _r_ 75; n — LIVE INSPIRED'" — lL E a UI aZ aS a_ o UI 04 o N o PROJECT: 22210081.000 00 O N a) O � N � DATE: JANUARY 2024 > N � DRAWING NO. U) N J Lu O Q Lu 2 Lu m SHEET � a) 12 OF 12 m(Dw � o � > 4i (D Ew (D o c a) m J ILLJ