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Home My WebLink AboutFDP202200003 Plan - Other (not approved) 2022-03-18LEGEND — - — CENTER LINE EXISTING BUILDING PROPOSED BRIDGE FUTURE PATHWAY (APPROXIMATED) EXISTING ROAD --------- EXISTING CONTOURS PROPERTY LINE EX CULVERT ---+326--- EXISTING CONTOURS 1320 PROPOSED CONTOURS FLOODPLAIN BOUNDARY + 28.5 PV PROPOSED SPOT ELEVATION VICINITY MAP SCALE: 1"=1000' ` CREE e S R°ks 6 Ivy Creek SITE m s 0 cane°� N,v an °sy 'FarmuntcrT,r CDldr Club a Q Indoo° Tenors Q>.rt L; Farmington Country Club® 4 a R- i Ir o take Rd BARRETTACRES 480 480 470 470 ul n a 460 460 0+00 0+50 UPSTREAM WITH WIN WALLS SCALE: i"=5' 2:1 SLOPE 1.5:1 AVG SLOPE OF FOOTER N I`?N O� N� 00 480 480IIIL 470 470 a 460 460 0+00 0+50 DOWNS REAM WITH WI GWALLS SCALE: 1 "=5' � O N N � O. a as as as as 490 480 470 N r 460 TREAM CROSSING SCALE: ASSUMING 40,000 LB LOAD ON EACH ABUTMENT AND 1000 PSF SOIL AT FOOTING DEPTH. AIL DRAWINGS EXISTING GRADE 100 YR STOR SEE BRIDGED PROPOSED GRADE ELEVw 475.2' 10% SLOPE (UPSTREAM SI E) ELEV= 473.0' — — — — — — — — — — — _ \ — — — — — — — — — — — — 16.0' / o / n 10 R STORM WS w 472.4' — — — — — — EXCAVATED MATERIAL (UPSTREAM SIDE) APPROXIMATE ELEV MEAN LOW WATER. N LA EXCAVATION IN STR M LEV= 464.0' AT OR BELOW WATER N M LEVEL 0 0 0 0 0 r n^ OfA .o N UD t 0 .o N 1' N n r O N O a a a a * EXCEPT AT SECT-3, ALL EX AND PRO FLOOD ELEVATIONS ARE THE SAME 4' INTERVAL CONTOURS IN THIS REGION WERE ESTIMATED STREAM BED NOT TO BE DISTURBED DURING CONSTRUCTION 100 YR ELEV = 474.2' 100 YR ELEV = 473.8' /BP: EDGE OF ORDINARY WATER LEVEL / I\III /6 8' I 00 YR \ 4692. a T.M. 59-38A IVY CREEK, LLC D.B. 2858-129, 134 & 13.5 PLAT ESED CUT IN EXISTING BRIDGE SEE OVERFLOW DETAIL 0o II I k I Ox � I I / / 57"E• / 1+00 i \�// SFCr\ EP. // 6+49 / I Sr S / / 12+00 �=PEC ARCEL X 0/4/ I / / 141 100 YR ELEV = 476.5' _ _ / / / / / / / / / ryN 'q, / '� I I I I I I I I I l l /ii/ / //// l 1 ll / I 1 1 l I ,I/ / / N 1/080 36.54' 44-09 ^ y�yy// / /\S APPROX /////f / LOCATION STREAM / / / / / i i / / / / CENTERLINE //// /i ALIGNMENT USED 490 TO SHOW DISTANCES ALONG FLOW PATH OF LARGE STORMS 470 0 O N IN //x �// 5),OQ' I / // / // /// /TOTq /0 GRAPHIC SCALE �(.R Sy I I I 1 I I 30' 0 30' 60' s000 a. ` III I11 I \ I secr 8 I`1 II II II I I SCALE: 1 "=30' i v v 7 16 I APPROX � LOCATION 4' EX CULVERT PROPOSED BRIDGE WITH WINGWALLS \?7 — �1T N79'41'02"W — 3'- OVERFLOW SECTION DETAIL NTS Date: MARCH 2O22 Scale: AS NOTED Designed by: EHB Drawn by: MMS Checked by: EHB E E 00 0 00 N C J Ln mole d N 0 L W >m vt T E 'm °i 3 L N Y i V L Y Qi m 00 p Ca v Ua C a=m p N L E W Ln 2 d W Revision Dates o (lj LdV Z c in W N > O =o O NW J U J p W c� O a 0 V) � Z�� W X _ja O O O cv -j li _ U Drawing No. 1 of 2 Sheets Job No. :29:30 0+00 VDOT A4 4,000 PSI CONCRETE WITH #4 REBAR AT 12" O.C.E.W. ON 3" CHAIRS PROVIDE 3" GAP BETWEEN END OF H" 4 REBAR AND BEAM POCKET a a a: LLI n o I a'• i� 2'-0" WING ELEVATION NOTES: — ALL STEEL MUST BE PRIMED AND SEALED TO PREVENT RUST AND CORROSION WITH RUST GRIP (SUPERIOR COATING SOLUTIONS) OR OR EQUIVALENT. — REBAR PLACEMENT TO BE IN ACCORDANCE WITH ACI CODE. — FALL PROTECTION IS NOT INCLUDED IN THIS DESIGN POUR STOP STRAP Avt E70 2" CELL CLOSURE TEK #8x3'a" AT 12" O.C. OR Ya" 3 HILT] X—U P8 %" NAILS AT 12" O.C. 11'-11" 111 2" MIN. BEARING O O o u ® IG-J 3'-9" BAY 1 _�_ 3'-9" BAY 2 _�_ 3'-9" BAY 3 11'-3" CROSS SECTION AA Wrap Post Bases in Style Bring the beauty of Outdoor Accents to any project Elevate the style of your post base connectors and add design flair by enclosing them in the new Outdoor Accents decorative post wrap that fits around most nominal 4x4 and 6x6 post bases. The APBDW decorative post base wrap was developed for the MPBZ moment post base, but also accommodates other post bases, including the CBSO, ABUZ, ABWZ and ABAZ (only with screw and na]I application; will not work over bolls). R can also be used without a post base and wrapped around a post. Fabricated In black composite, the APBDW features the arched profile of the Outdoor Accents Mission Collections style. The four - piece cover easly screws together outslde the post base (screws included). No need to drill into the post. Product Information Model No. Post Size yy � Inlail�7will Coating caging rial Quantity APBDW44 &A 1046" 4.V' (12)dacxscram DOMUasl$ (1)4-sldntl se[ Qncluded) Pbatic APBDW66 61fi 11Ae' 6r1W n�Inc�ludde soinis Composite (1)4sltletl set Compatible Post Bases `� 9 4 MPBZ ABUZ ABWZ ABAZ CBSO With Outdoor Accents decorative hardware, you can now bring both design elegance and structural strength to your outdoor living areas. For more information about the full product line, visit strongtie.conVoutdooraccents. FIN PLATE L5"x5"x3(6" WITH (2) ASTM A325 Y4" BOLTS AND WASHERS IN 13(6"x1" SLOTTED HOLES 0 I � E70 Y" W 12x40 W 808 L 5%5"x3(s' W 8X18 LATERAL BRACE 6x6 PT BLOCKING WITH h"Ox14" HEADED ANCHOR BOLTS AT 44" O.C. (FOR NUT & WASHER) INTERIM FALL PROTECTION DESIGN BY OTHERS VDOT A4 CONCRETE, 61f2%t11%2% AIR ENTRAINMENT, 2-4" MAX SLUMP, BROOM FINISH ON 20 GAUGE METAL DECKING FASTENED TO TOP FLANGE OF EACH BEAM AT EACH RIB #5 REBAR AT 12" O.C. EA. WAY ON 1" CHAIRS ABOVE TOP RIB OF DECKING NELSON STUD HEADED CONCRETE ANCHORS (HCA) H4L Yz"x5JG" MILD STEEL WELDED -THROUGH BOTTOM RIB OF DECKING AT 12" O.C. ALONG EACH BEAM 5 �10 GAGE POUR STOP ��III 8" HORIZONTAL 7" VERTICAL 2" 135' RETURN W12X40 Y4" TACK WELD TO BEAM AT 3" O.C. BRACE TO AVOID DEFLECTION DURING POUR #4 R 6"x6"x4' TREATED WOODEN TO SUPPORT GATE DESIGNE OTI MPBZ BRACE, SEE SIMPSON ST TIE DE 1 OF 4 TREATED, WOODEN, 6"x6" GATE POSTS OPEN AREA 20 GAUGE COMPOSITE METAL DECKING WITH W12X40 BEAM CLOSURE O 6"x6" PT WOODEN BEAM 6"x6"x12" WHEEL STOP BLOCKS 24"x24" #5 REBAR AT 6" O.C. y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r � °... LATERAL BRACES ° °•< CENTERED ON VDOT A4 4,000 PSI CONCRETE W12X40 BEAMS n The APBDW441nstalled around the MPBZ moment post base. Installed APBDW66 decorative post wrap. BACKFILL TO BE COMACTED TO 95% IT SHOULD NOT BE ADDED BEYOND STREAMBED ELEVATION UNTIL DECKING IS COMPLETE. 4 16'-0" a• / a _ — — —-VD0T-C4_4,000 PSI CONCRETE — — — WITH TRANSVERSE #4 REBAR AT ° 12" O.C.E.W. ON 3" CHAIRS (BOTTOM MAT) AND 2" COVER (TOP MAT), APPROACH FROM EXISTING GRADE AT 10%� �7" VDOT A4 4,000 PSI CONCRETE _ — _ _ EXTEND FRONT FACE OF #4 HORIZONTAL REBAR PAST CONSTRUCTION JOINT 40" #4 REBAR AT 18" O.C.E.W. MINIMUM INTO WING WALLS WITH 2" CONCRETE COVER FRONT AND BACK FACES #4 VERTICAL REBAR HOOK AT 12" O.C. EXTEND 36" ABOVE FOOTING a 0 I a 2x4 KEYWAY N `4.' v ' GRAPHIC SCALE 2' 0 2' 4' SCALE: Y2"=V—O" Date: MARCH 2O22 Scale: AS NOTED Designed by: TBF Drawn by: JRC Checked by: EHB E O c .c o 00 N O J Ln d N 0 L W Ln , L N Y i V N L Gi cm G i0 p m �v@ W _ � c .�.. O m W tD l0 1 0 N L E W tnIaW tii'•Os��T� ,��3 4 a, o o W Z r4 N a z zM �. 00 4g Revision Dates 0 C1) N J Cn Z N Q W Jp � W UUp Lj J � J LLI C� J O o LLJ m X <o 0 ON � Q U Drawing No. 2 of 2 Sheets This flier is effective until June 30, 2023, and reflects information available as of Apnl 1, 2021. This irdornation is updated periodically arul slculd not be relied upon after June 30, 2023. Contact Simpson Strong -Tie for current information and limited warranty or see surongtie.com. 0 2021 Simpson Strang -Tie Company Inc. • P.O. Box 10789, Pleasanton, CA 94588 F-C-OAAPBDW21 4/21 exp.6/23 ELEVATION BB 3'-6" Job No. 2930