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Home My WebLink AboutSkyeLoch15th01i 00 0 m 0 Ln 0 00 0 U N 0 tA 0) C O "a N s U 0 U1 ry N 0 Com, I" UM-: ILM 1. COVER 2. GRADING PLAN 3. PAVING PLAN & PROFILE 4. PAVING AND GRADING PLAN DETAILS SUMMARY OF QUANTITIES, •I 1. EXCAVATION 298* CU. YDS. 2. SUB GRADE PREPARATION 1,659* SQ. YDS. 3. BUILD EMBANKMENT 738* CU. YDS. 4. 6" THICK CONCRETE PAVING 1,614 SQ. YDS. 5. ADJUST 'MANHOLE TO GRADE 2 EA. 6. BUILD & MAINTAIN SILT FENCE 1057 LIN. FT. 7. GRIND OR SAW CUT CURB 72 LIN. FT. 8. SEEDING 04 AC. NOTES: 1. * DENOTES ESTABLISHED QUANTITY AS ESTIMATED IN DESIGN. 2. CONTRACTOR SHALL VERIFY ALL ESTABLISHED QUANTITIES AND MAKE NECESSARY ADJUSTMENTS TO THEIR BID FOR ANY DEVIATIONS. 3. SIDEWALKS ARE NOT QUANTIFIED AS THEY ARE NOT PART OF THE PROJECT. 4. SEEDING AREA SHOWN IS FOR PUBLIC RIGHT OF WAY ONLY. SKYE LOCH 15TH SUB VICINITY MM NW 1/4 NE 1/4 SEC. 215-8-10 SW 1/4 SE 1/4 42ND STREET t � � A PLANNE-lu"'RESIDENTIAL DEVELOPMENT HASTINGS, NEBRASKA DAVID L. WACKM, P.E. DIRECTOR OF PUBLIC WORKS / CITY ENGINEER MARTY STANGE, P.E. UTILITY ENGINEER PROJECT LOCATION 'rllz-10�a DATE ? //?- /4?� 0 DATE we BM #1 MIDDLE OF SEWER MANHOLE LID LOCATED IN MADDEN ROAD AT THE NORTH END OF PROPOSED NEW STREET JORDAN WAY. ELEV. = 1937.47 BM #2 MIDDLE OF SEWER MANHOLE LID LOCATED IN MADDEN ROAD EAST OF THE NEW STREET INTERSECTION OF JORDAN WAY. ELEV. =1938.93 BM #3 MIDDLE OF SEWER MANHOLE LID LOCATED IN MADDEN ROAD WEST OF THE NEW STREET INTERSECTION OF JORDAN WAY. ELEV. =1936.73 PRC�.,r JORDAN COURT 11, This bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly reproduced or excerpted permission of W Design, copying or disclosure of i the copyright law. A -- F1 DATE: JULY 2015 U) W Z 1— C W O' Q 0Cc ooa Q' N �C Y tU � E C Z Z r W O N 5 2 c 0 U DATE: JULY 2015 ►� n rn N Q0 r -I I11 r -I O N W 00 9ral Ln Ili d' Ln O c"V 00 r -I \ 00 a c\ \ F LL a Z \ zLLI Q) O CURVE DATA l_�� LU W w O n \� J _ w w �rn0 i'�/ ' j Lu l-_ 0 LUp2 O<IY \\ ~ �O Li- I -a a o W LLI �� eco z~ Q 0 W x 0 z 0Z0 \\ w W Cf) o o F O 0- �L6 o z - Al PC STATION, OFFSET 2+63.00, 15.50' RT. / / r / ��a LU F a U o \ J I- - LL w w U LOTS w Z0 a U PT STATION, OFFSET 2+79.59, 24.23' RT. ADJUST TWO WATER RISER / w r' o w> w a N w z a Q � \ Cn \\ a Cl) 0 W O �I 0 w+ � U M J RAD. POINT STATION, OFFSET 2+63.06, 35.50' RT. BOXES TO SURFACE OF NEW /' /' ' / + CO D O = O w J C ` \\\ (D IY 0 TOT + J + a a O w CURVE RADIUS 20.00' CONCRETE AT STA 0+07, 18'Lt. /' / / o L~LI U OWz 0 F U 3 pZLU Z z Izi aa0 °�' N o LU Ozw 1J `' o z prJ0 O w c~ ��l- z LL LOT 7 CURVE CHORD 18.69' ANDD+13, 20' Lt. ADJUST TWO ,' / m W p I- p CO w i +I 2 w ` \� a ~ co Q U +I J a a0 +I 2 w CURVE LENGTH 19.44' OTHERS IN AREA TO +11/2 / / / �M� OJ O I- C)U) + J O NU�� + w O OowU + I- a LOT 10 N z coca + 0 O of~I-J + J LU W LL O ��-�� / ' �_� `\\ M oUOf + w O ItwU + F a 02 PC STATION, OFFSET 2+63.00, 15.50' LT. ABOVE FINISH GRADE. / 325 0 0 Q o o w U o a LL 1- o Q w Y N 0 1- co a LL / / a -gyp w= a -W F_��Z aU� HOO a -U Hew? '' a�IYWU 1 w�a Z_ �,' �y. \ a -z ��w aU� �p� PT STATION, OFFSET 2+79.59, 24.23' LT. / cnm0c/) u)mco0 cnJcn comm U) \ cnm0 cnJcn RAD. POINT STATION, OFFSET 2+63.06, 35.50' LT. X ' CURVE RADIUS 20.00' ' CURVE CHORD 18.69' O W M 0 ; P.I. Sta. = 0+69.36 --_ ,�' \ \ CURVE LENGTH 19.44' 0 = 40°42'50" ----- // \ / / h R ------- -----' i a B.O.C. - 69 348 4" THICK CONCRETE B.O.c. \ I 1938.07 - L - 132.79 WALK, TYP., N.I.C. 1939.32 i M I r93 8s P.C. Sta. = 0+00.02 6" THICK CONCRETE r �� N ry rn t'D �� / / ' B.O.C. 1938.17 P.T. Sta. = 1+32.81 1938 I PAVEMENT, TYP. 1939.0 \\ � v 1 U) / B.O.C. y � a �� QO /' B.O.C. / \ \ B.O.C. r B.O.C. 1938.03 / 1938.37 O.C. 938.57 �� B.O.C. !939.0 1938.77 B.O.C. 1938.97 1939.02 2 B. - 19 5 8- 8- 1939.68 8- 0 w / 8-4-0 /J M / 8 / LU / LOT V I Z M / % / 1938.17 O - i 1 M \ ��' ' 225 30' / / --- / 1939.8 1939.85 LL ^ M / \\ 1385 \ 1 1 \ I \ LL V J JORDAN COURT \a / \ 19 0 C, V / // ♦\ i B.O.C. ` P \B.O.C. 1938.57 B.O.C. 1938.77 B.O.C. ILL.97F B.O.C. 1939.02 \` B. .C. 4 \ 1938.5 � r W Z 1939.0 193 .15 00 \ \\ B.O.C. rn r` 1939.68 i M-8 o LOT l 1 1938.5 B.O.C. ' 19 o v � /9 \\ '80 ' v� 19380 INSTALL SILT FENCE THIS 1939.32 9.5 , _` o _ `UJ F -L6•- ----. SIDE IF NECESSARY.CY , \ _ ------- / r o `.\ LIMITS OF SEEDING LOT 2 1939.0 1��80 5. \ 1938.5 \ \\ '0 A LL \�' LOT 3 - i -�' 1938. 0 t I u 1 � Q 1-- Cn �-_ --------- - 1938.0___-_- - \ \ �T \\ O ----� LOCATE AND PROTECT ALL \ d mc6 LOT 4 EXISTING WATER FIXTURES. 9�'j J / \ \. \1937n_ w � 0 �___ o rnFri ao i. is n �. LL V ni co ��' I _1937S I, Steven W. Wolford, am the Coordinating Professional on the Skye Loch 15th Add. Paving project. This bar is one inch long on original drawing. co JORDAN COURT -PAVING PLAN AND PROFILE if not one inch on this sheet, adjust scales accordingly ui z ©COPYRIGHT Q SCALE: 1"=20'-1)" This document and the information contained may not be reproduced or excerpted from without the express written V V_ U _ HORIZONTAL SCALE 1" - 20'-0" permission of W Design Associates. Unauthorized copying or disclosure of construction use are by w O L o M prohibited 0 000 Q VERTICAL SCALE: 1" = 2'-0" the copyright law. ' ^ U)c q GRADE R EAK STA 11-158 11 ) 'FTA L (� 3RADE 31REAK 3+57.11 FI EV= 198935 a Z Z c 1945.00 LID 1945.00 _ vi W p O U U) ch 1944.00 1944.00 = U) O + Y U 1943.00 1943.00 I I M + UJ UJI II Seal of Coordinating Professional: 1942.00 Y 1942.00 rn "'J LO _LU �\NEER biJ� 1941.00 II 1941.00 0 m w :2� z LU 1940.00 TSTTIqGGRADE 1940.00L IU C/) NEWSTREET -Y A )L 1939.00 1939.00 jONd - ---- ----- o ------------ -' ---- ----- ---- --- 1938.00 ,- '-- -- -- -------- - 1938.00 :V-0 0 1937.00 RA 1937.00 93 1936.00 1936.00 1935.00 1935.00 1934.00 1934.00 is O U O J E2 1933.00 1933.00 C� N Q 00 O or)~ co o 1932.00 1932.00 .. LuZ Ln C o j U CO 1931.00 1931.00 C2 = W 0 0 0 ct� 1930.00 1930.00 r CM 00 CD (0 Ott MN MCD 00 r0 ItIt LO 00 1700 �0 �� CON 00 LO OD CO 00 COM EXIST. NEW. � CN EXIST. NEW. GRADE GRADE GRADE GRADE r r r r r r r r r r r r T T T r r _1r r r -I- r r r r r r r r r r r r r r SATE: JUNE 2015 0+00 1+00 2+00 3+00 4+00 w Z_ J F-- ry w 0- 0 O a 60'-0" R.O.W. Z 14'-6" 31'-0" B.C. 14'-6" J w a LEAVE BACKFILL 1" BELOW PAVEMENT LEAVE BACKFILL 1" BELOW PAVEMENT a 6" SLOPE TYPE "G" JOINT TYPE "G" JOINT TYPE "G" JOINT 6" SLOPE \/\/ 2% 2%\% \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\\//7 \\\/---------------- 4 Y /\//\\//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//�\/ a i� ice, i�, i� i� i� ice, ice, i� i� i��i�/ice/ice/ice/ice./ice./ice/ice./ice i� i�, ice, 777i�A A C° 1„ POURED SEAL +I NON -EXTRUDING PREMOLDED FORMED GROOVE 1" COMPRESSIBLE MATERIAL 04 T a as a 3/4"0 18" SMOOTH STEEL NEW CONCRETE DOWEL @ 12" C/C PAINT PAVEMENT & OIL ONE END OF DOWEL TYPE "D" DOWELED EXPANSION JOINT SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SAWED OR FORMED POURED SEAL GROOVE, SEE DETAIL TYPE "H" DUMMY SCALE: 3/4" = V-0" I N r -I LI') m Ln r -I O N m 00 of a� v V) r -I �n N O 6l / l!l f6 0 O V O J N N O SAWED JOINT 1/4" SEALANT FACE d d 4 \. BACKER ROD CONTRACTION JOINT DETAIL. SCALE: 1" = 1" TYPE "4713" CONCRETE ° ° o INTEGRAL CURB DETAIL SCALE: 3/4" = V-0" 111zk►lkyxlem2_V/:11OVA 1:11►rI 3/4" x 18" SMOOTH DOWEL @ 12" CTRS NTO EXISTING PAVEMENT EXISTING PAVEMENT TYPE "F" DOWELED CONSTRUCTION JOINT SCALE: 3/4" = 1'-0" SAWED OR FORMED (D GROOVE POURED JOINT I I I I I I — > BACKER ROD I I I I I I I I I I I I I I I I I I I I I I I I I I O i -j m wZ I I I #4 DEFORMED TIEBAR FORMED KEYWAY 30" LONG @ 30" C/C U)Q TYPE CD "G" HINGED C:> o CD CD, 000 1937126 F.L. SCALE: 3/4" = 1'-0" SAWED OR FORMED POURED SEAL GROOVE, SEE DETAIL TYPE "H" DUMMY SCALE: 3/4" = V-0" I N r -I LI') m Ln r -I O N m 00 of a� v V) r -I �n N O 6l / l!l f6 0 O V O J N N O SAWED JOINT 1/4" SEALANT FACE d d 4 \. BACKER ROD CONTRACTION JOINT DETAIL. SCALE: 1" = 1" TYPE "4713" CONCRETE ° ° o INTEGRAL CURB DETAIL SCALE: 3/4" = V-0" 111zk►lkyxlem2_V/:11OVA 1:11►rI 3/4" x 18" SMOOTH DOWEL @ 12" CTRS NTO EXISTING PAVEMENT EXISTING PAVEMENT TYPE "F" DOWELED CONSTRUCTION JOINT SCALE: 3/4" = 1'-0" GRIND CURB TO 1.5" AND INSTALL TYPE 'D' JOINT 1937.86 1937.51 1937.57 tl 1937.57 o6�— 31.00 B.C. 60.00 R.O.W. INTERSECTION SCALE: 1" = 20'-0" COMPACTED SUBGRADE TYPICAL PAVING SECTION SCALE: 1/2" = 1'-0" E JOINT LEGEND TYPE "G" OR "H" JOINT TYPE "D" DOWELED EXPANSION JOINT """"""""""""""""""""" TYPE "F" DOWELED CONSTRUCTION JOINT PLASTIC CABLE TIES - IF PINS ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC SILT FENCE 2" x 2" x 30" WOOD STAKES FABRIC I (NOMINAL) SPACING, T-0" MAX. ON CTRS. I F I 10" FLOW _ 2" =C01 i\// 6" x 1" WIRE PINS �� BACKFILL /,/ SILT FENCE SECTION SCALE: 1" = V-0" 6" THICK PCC PAVEMENT EROSION CONTROL AND SEEDING: 1. COMPLY WITH ALL CITY REQUIREMENTS. 2. THE CONTRACTOR SHALL ERECT EROSION CONTROL MEASURES CALLED FOR ON THE PLANS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS UNLESS APPROVED OTHERWISE. 3. SEEDING SHALL BE COMPLETED BY THE CONTRACTOR IMMEDIATELY UPON COMPLETION OF FINISH GRADING UNLESS WEATHER CONDITIONS PROHIBIT THE PLACEMENT OR GERMINATION OF THE SEED. NOTE SEEDING AREA SHOWN IS FOR PUBLIC RIGHT OF WAY ONLY. THE DEVELOPER SHALL ESTABLISH COVER CROP FOR THE PRIVATE LOT AREAS. 4. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL STRUCTURES AND CLEAN SILT ACCUMULATION AS REQUIRED UNTIL SEED IS ESTABLISHED TO PREVENT RUNOFF OF SEDIMENT. TYPICAL CUL DE SAC SCALE: 1"=20'-O" CURB RAMP NOTES: THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE CONTRACTOR SHALL FOLLOW ALL CITY STANDARDS UNLESS APPROVED OTHERWISE. THE SURFACE OF ALL CURB RAMPS SHALL INCLUDE THE TRUNCATED DOME INSERTS AND SHALL BE TINED TRANSVERSELY TO THE SLOPE OF THE CURB RAMP. THE TINES SHALL PRODUCE GROOVES APPROXIMATELY 1/8 INCH WIDE AND 3/16 INCH DEEP ON 1/2 INCH CENTERS. ALL FLARES AND WINGS SHALL BE BROOMED. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 10% SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP. THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR AS A PART OF THE WORK FOR "CONCRETE SIDEWALKS". GRADING NOTES: 1. ALL SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. 2. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS, WALKS AND DRIVES AFTER COMPLETION. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING WORK. 4. INCLUDED WITH THE GRADING SHALL BE ALL EROSION CONTROL SHOWN ON PLANS AND REQUIRED BY THE CITY. CONCRETE NOTES 1. ALL CONCRETE FOR STREET & DRIVES SHALL BE CLASS "B" (47B-4000) CONCRETE. ALL CONCRETE FOR SIDEWALKS SHALL BE CLASS "A" W/FIBERMESH. SEE SPECIFICATIONS SECTION 03300. 2. USE LIGHT BROOM FINISH. 3. ALL CONCRETE FOR THRUST BLOCKS & SEWER MANHOLES SHALL BE CLASS "A". 4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT ±2% FROM OPTIMUM MOISTURE. 5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8.77 FT. CTRS. ADJUST TRANSVERSE JOINTS AT INTERSECTIONS AS NEEDED. LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER A.C.I. Y (D I I I I I I I I I — --------------�-----�---�-------L I I I I I I I I I I I I I I I I I I I I-LI I I 1 I --- L ---- 1----------�---- I I I I I I — > m I I I I I I I I I I I I I I I I I I I I I I I I I I O i -j m wZ I I I I I I I I I I I 1937.13 F.L. I I U)Q C) CD I: C:> o CD CD, 000 1937126 F.L. 0-) `Y' Q 1937.39 F.L. co I I 1 I I I I I I I I I I I I I I I I I I I SAW CL � CUT A D REMOVE T AND REMOVESAW 2' SE TION FOR NEW Q L 2'S CTION OR NEW TRAN (TION PER CITY Z Z TRANSITIONPER CITY 1937.25 1937.38 LUY O GRIND CURB TO 1.5" AND INSTALL TYPE 'D' JOINT 1937.86 1937.51 1937.57 tl 1937.57 o6�— 31.00 B.C. 60.00 R.O.W. INTERSECTION SCALE: 1" = 20'-0" COMPACTED SUBGRADE TYPICAL PAVING SECTION SCALE: 1/2" = 1'-0" E JOINT LEGEND TYPE "G" OR "H" JOINT TYPE "D" DOWELED EXPANSION JOINT """"""""""""""""""""" TYPE "F" DOWELED CONSTRUCTION JOINT PLASTIC CABLE TIES - IF PINS ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC SILT FENCE 2" x 2" x 30" WOOD STAKES FABRIC I (NOMINAL) SPACING, T-0" MAX. ON CTRS. I F I 10" FLOW _ 2" =C01 i\// 6" x 1" WIRE PINS �� BACKFILL /,/ SILT FENCE SECTION SCALE: 1" = V-0" 6" THICK PCC PAVEMENT EROSION CONTROL AND SEEDING: 1. COMPLY WITH ALL CITY REQUIREMENTS. 2. THE CONTRACTOR SHALL ERECT EROSION CONTROL MEASURES CALLED FOR ON THE PLANS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS UNLESS APPROVED OTHERWISE. 3. SEEDING SHALL BE COMPLETED BY THE CONTRACTOR IMMEDIATELY UPON COMPLETION OF FINISH GRADING UNLESS WEATHER CONDITIONS PROHIBIT THE PLACEMENT OR GERMINATION OF THE SEED. NOTE SEEDING AREA SHOWN IS FOR PUBLIC RIGHT OF WAY ONLY. THE DEVELOPER SHALL ESTABLISH COVER CROP FOR THE PRIVATE LOT AREAS. 4. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL STRUCTURES AND CLEAN SILT ACCUMULATION AS REQUIRED UNTIL SEED IS ESTABLISHED TO PREVENT RUNOFF OF SEDIMENT. TYPICAL CUL DE SAC SCALE: 1"=20'-O" CURB RAMP NOTES: THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE CONTRACTOR SHALL FOLLOW ALL CITY STANDARDS UNLESS APPROVED OTHERWISE. THE SURFACE OF ALL CURB RAMPS SHALL INCLUDE THE TRUNCATED DOME INSERTS AND SHALL BE TINED TRANSVERSELY TO THE SLOPE OF THE CURB RAMP. THE TINES SHALL PRODUCE GROOVES APPROXIMATELY 1/8 INCH WIDE AND 3/16 INCH DEEP ON 1/2 INCH CENTERS. ALL FLARES AND WINGS SHALL BE BROOMED. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 10% SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP. THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR AS A PART OF THE WORK FOR "CONCRETE SIDEWALKS". GRADING NOTES: 1. ALL SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. 2. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS, WALKS AND DRIVES AFTER COMPLETION. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING WORK. 4. INCLUDED WITH THE GRADING SHALL BE ALL EROSION CONTROL SHOWN ON PLANS AND REQUIRED BY THE CITY. CONCRETE NOTES 1. ALL CONCRETE FOR STREET & DRIVES SHALL BE CLASS "B" (47B-4000) CONCRETE. ALL CONCRETE FOR SIDEWALKS SHALL BE CLASS "A" W/FIBERMESH. SEE SPECIFICATIONS SECTION 03300. 2. USE LIGHT BROOM FINISH. 3. ALL CONCRETE FOR THRUST BLOCKS & SEWER MANHOLES SHALL BE CLASS "A". 4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT ±2% FROM OPTIMUM MOISTURE. 5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8.77 FT. CTRS. ADJUST TRANSVERSE JOINTS AT INTERSECTIONS AS NEEDED. LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER A.C.I. TYPICAL CURB RAMP DETAIL SCALE: 1/4" = V-0" U) O H C) In CO Z Z LLI O Y U) LU af = W 0 0 U ry n if not one inch on this sheet, adjust scales accordingly ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by DATE: JULY 2015 the copyright law. Y (D Z - U) Q > m � w Z w� (D wZ U)Q C) CD I: TYPICAL CURB RAMP DETAIL SCALE: 1/4" = V-0" U) O H C) In CO Z Z LLI O Y U) LU af = W 0 0 U ry n if not one inch on this sheet, adjust scales accordingly ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by DATE: JULY 2015 the copyright law. U) Z fn (D Q C) CD wO Q 000 U) 0-) co Q 0 co c� Q � ) Q L a) Z Z LUY O O U +� U c O U TYPICAL CURB RAMP DETAIL SCALE: 1/4" = V-0" U) O H C) In CO Z Z LLI O Y U) LU af = W 0 0 U ry n if not one inch on this sheet, adjust scales accordingly ©COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by DATE: JULY 2015 the copyright law.