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HomeMy WebLinkAbout09-5202 CANADA ROAD HIKE-N-BIKE TRAIL} Q = Z 2 m W U)UQ WW a U w D 0 0 w f EXIST. PLANTER + + + + + + + EXIST. TYPE "H-2" INLET W/5' EXT. 3+00 s 2+pp EXIST. PROP. 24 L.F. 2' WIDE SIGN CONC. SIDEWALK AD IT (SEE -SEC. DET. "A"), ° BEGIN AT STA. 3+15, 47+00 EXIS . END AT STA. 3+34 S.S. M.H. w5—w5—w5—w5 rM—GAS — �.GI�—Af=G%M= w5— N—• 3+00 rJ'— — — — — — — — — — — 4�ao�------ 2+00 EXIST. S.S. M.H. �+oo • 321.66 � • 52. 2.0' � • • 2.0' EXIST. SIGNAL EXIST. SIGN ° --- EXIST. CHAIN LINK FENCE EXIST. SIGN 1.5' �I���. L ♦ r ID5 EXIS0-0-0-0-AO-0-0-0-0-0-0 // PIPELINE VALVE EXIST. TYPE 1 JNCT. CONC. SIDEWALK ADDITION, EXIST. 0 BOX W/CURB INLET TOP (SEE S.W. CROSS -SEC. DET. 'W ), CHN—LINK FENCE BEGIN AT STA. 3+38 END AT STA. 3+54 CANADA ROAD EXIST. CHAIN EXIST. °LINK FENCE GAS METER I CONC. EXIST. I CONC, S.S. M.H. DRIVEWAY DRIVEWA/Y ,— o—o— o—o—o—o AS— A —w5 ABM Ln — ---- --- -- - ------ ----------------------------------- 11r) I oo EXIST. TYPE 1 JNCT. -:4- BOX W/CURB INLET TOP 15 44+00 Q to EXIST. 24" (n STM. SWR. LLJ I 89.50 291.74 2.0' z ° v v ° U EXIST. TYPE "H-2" ~ INLET W/5' EXT. Q „ K EXIST. CHAIN EXIST. EXIST. CHAIN __I EXIST. HOG— EXIST. HOG— I I EXIST. CHAIN I LINK FENCE �° GAS METER LINK FENCE '� I EXIST. CONCRETE EXIST. CONC. WIRE FENCE �„ WIRE FENCE If LINK FENCE o�EXIST. CHAIN ° j S.S. M.H. DRIVE EX GAS METER CONC. ° ° LINK FENCE ASPHALT ASPHALT GAS METER I I DRIVEWAY � DRIVEWAY DRIVEWAY DRIVEWAY I I ^ — — — — — — _ L / ---- e = zws rrs •—re%e�— moo TJI��As���'ERS --pA.q — -------------- --------------------------- a--- — —v— —� — --------- •—ws—oAs�—ws—lAs �-ws—cAs—°cAs—ws ws—cAs w$ o�R —cAsws ° o o—cAs=ws—cAs ws—c °ws— —�ws� s a s a �ws—ws—Ms —AAS w6—wE—wS�ws—ws ws—ws— ws cAscAs——ws—cA9—ws—oAs ° I— — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------------- EXIST. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. TYPE 1 JNCT. 1 � I EXIST. TYPE 1 JNCT. �EXIST. EXIST. I BOX W/CURB INLET TOP S.S. M.H. 30 STM. SWR. S.S. M.H. 3+00 BOX W/CURB INLET TOP Q 43+00 I 42+00 41+00 40+00 39+00 EXIST. 24"1 SCALE: 1 "= 30' 11C / FT SLOPE MAXIMUM 0.126 (TYP.) EMST. 4.0' SIDEWALK -PROP. 2.0' SW. ADDTN (r 7° °v NOTE: 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) © 24" O.C.E.W. SIDEWALK CROSS-SECTION "A" FOR 2' ADDITION N.T.S. PROP. 6" S.W. ADD'N 1/4" / FT SLOPE MAXIMUM PROP. 1.5' 0.125' (TYP.) IST. 4.0' SIDEWALK S.W. ADD'N I — s � •� v v v � Q, a < u n • � 15" L EXIST. 30" STM. SWR. NOTE: 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) @ 24" O.C.E.W. SIDEWALK CROSS-SECTION "B" FOR 2' ADDITION N.T.S. v ° v i I EXIST. 24"--1 1 1.5' STM. SWR. I 1.5 STM. SWR. 1 1.5 1 EXIST. TYPE H-2 12 S.S. I W I EXIST. TYPE "H-2" 71 I INLET W/5' EXT. z11-74 5.751 J25WV4T W/5' EXT. 200 I • , s o . o a 9 , v o a s o O s 9 s s va vvo v o o w s o e s • a v • v ll7 — li u u • li li 11 . /� /� /�—/� • •/� • ° /� //. • 11 989.53" 11 n n l n ♦ n n a n n n u n n n n n /i nn x n o 0 0 0 0 °. _______________ ------ -- ----- - --------------------------- Q EXIST. WOOD FENCE 2 0' EXIST. SAN. SWR. M.H. TIE—IN EXIST. EXIST. WOOD FENCE 2 0' EXIST. 36" STM. SWR. I EXI I 0 5 PROP. 752 L.F. 2' WIDE EXIST. STM. SWR. TYPE "A" INLET ' CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), BEGIN AT STA. 40+47, END AT STA. 3+15 THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201 CO940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE —GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. REECH AVENUE I 37+00 36+00 S.S. M.H. WET ELL PROP. END 803 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), STA. 40+03 NOTE: FILL-IN FROM SIDEWALK TO CURB; ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. PROP. BEGIN 803 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), STA. 35+07 of rj4gsa0tt ® RODNEY LEE ....... ® 90298 -O ®0 80�,�, % C/STEFZS/O � �0®vAa®o ®W The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on WE O EXIST. EXIST. S.S. M.H. 12" S.S. '+ EXIST. 30" STM. SWR. u / a—0=------ —0--- —¢ -- —a --v --ass---�---- ------ o--------------------------- - o ------ Q I EXIST. 24" � EXIST. TYPE 1 JNCT. STM. SWR. EXIST. TYPE 1 JNCT. I BOX W/CURB INLET TOP U) 35+00 BOX W/CURB INLET TOP 34+00 33+00 W I EXIST. 24" z I STM. SWR. I EXIST. TYPE "H-2" EXIST. TYPE "H-2" I U 5 1 I W/5' EXT. INLET W/5' EXT. 0 3.38 192.29 32+00 • O ° -- _ • • ° ° ° V •° • • ,° ° • ° _ v °—°—° 0-0-0-0 ° 99.90 - ° EXIST. STM. f EXIST. I SWR. M.H. CHN-LINK F CE ° PROP. END 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), STA. 34+84. EXIST. CHNLNK FENCE `EXIST. WOOD FENCE PROP. BEGIN 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "B"), STA. 32+01 NOTE: FILL-IN FROM SIDEWALK TO CURB; ADD 0.5' TO WEST SIDE OF EXIST. SIDEWALK. PROP. BEGIN 231 L.F. 2' WIDE CONC. SIDEWALK ADDITION EXIST. 12" S.S. — - - - - - - - - - - - - - - ------------L----------------------- •�•rT � . T � � ■tea a a• a PROP. 6' WIDE CROSSOVER 0 EXIST. SIDEWALK SIDEWALK STRIPING 25+00 EXIST. CARLOW ROAD S.S. M.H. -____= -- =— -- -- -- —� -- - - - - - - - - - - - - ------------ EXIST. 36" STM. SWR. 31 +00 DEFIANCE ROAD EXIST. GV & TERMINATION .••°� \ d° S 11 Z ` I \\ I U PROP. 17 L.F. 2' WIDE \ \ EXIST`\ ►-- --'I w CONC. SIDEWALK ADDITION OUTFALF�\PIPE EXIST PROP. END 207 L.F. 2' WIDE CONC. SIDEWALK ADDITION EXIST. CHAIN EXIS 11S.S. M.H. LINK FENCE ----------------------------- EXIST. 12 S.S. 36" STM. SWR. \� \ -----------•------------ . v ------ —�-�"— — EXIST. TYPE 1 JNCT. EXIST. � S.S. M.H. BOX W/CURB INLET TOP EXIST. TYPE 1 JNCT. 30+00 29+00 BOX W/CURB INLET TOP 28+00 I I EXIST. 24" � EXIST. TYPE "H-2" STM. SWR. I INLET W/5' EXT. a EXIST. 12" W.L. PROP. END 209 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A" ), STA. 31 +33 CANADA ROAD - ♦° - - - - O EXIST. 24" STM. SWR. I EXIST. TYPE 1 JNCT. BOX W/CURB INLET TOP 2+00 EXIST. 24" -I STM. SWR. j EXIST. TYPE "H-2" j INLET W/5' EXT. °_—_6—__t_ — v9—__°_- °----a9-- ----------------- �C 400.37 -�--- /ili- - - -emu ° EXIST. WOOD FENCE PROP. BEGIN 209 L.F 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A" ), STA. 29+24 PROP. END 2318 L.F. 2' WIDE CONC. SIDEWALK ADDITION, (SEE S.W. CROSS -SEC. DET. "A" ), STA. 27+23 EXIST. 8"TEE/GV 1.111 PROP. CUT CURB. OUT 01 Z - & SLOPE 1: 12 TO STREET LLJ YIZ J iz UI CONCRETE XI EXIST. TYPE "H-2" EXIST. DRIVEWAY EXIST. S.S. M.H. w 12" S.S. EXIST. S.S. M.H. EXIST. TYPE INLET W 5 EXT.------------ -------------------------------------- „ j�EXIST. 1" W.L. 24+00 I24" vEXIST. STM. SWR. I O PROP. CUTOUT EXIST. EXIST. TYPE 1 PROP. O , JNCT. BOX U/G CABLE. I j CUTOUT CURB IN MEDIAN 0 388.06 .. v v - " PROP. 9 L.F. 6' WIDE CONC. SIDEWALK, SLOPE 1:12 THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201 CO940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. EXIST. 12" W.L. 388.05 EXIST. 24" STM. SWR. I I 23+00 22+00 21+00 20+00 19+00 -------------------- ____ -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------------------------------EXIST 30"STM. SWR. EXIST 30" STM. SWR. I ST. TYPE 1 I JNCT. BOX EXIST. TYPE1 "H-2" INLET 1! EXIST. TYPE "H-2" INLET W/5' EXT. EXIST. F.H./GV EXIST. GV 387.97 387.97 EXIST. 12" W.L. ° v ° of reXgsgatt �* '*.®o ® RODNEY LEE •SLATON ® 90298 -O ®0 80ISGISTEFZG���v�"e t �0®vAa®o ®4 The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on Ln Q0 N Q W U Q O 00 Q W z U Q SCALE: 1 "= 30' FkiST k/S F�/ST FXiST FxiST T \ \4" a 1� 011 F 0 ,, FkXO XXO�M - ----------------M- --F-p-/A F0L—p00Bj\\6 %\ /NFC\EXIST. rEXIST. 12" S.S. EXIST. S.S. M.H. 12"S:S-O ------------------------- OF \ - - - - - - - —- - - - / - 0 I \ o MR EXIST. TYPE "H-2" INLET EXIST. I ; EXIST. 12" S.S. 1 0R ..... - ---------------------------------J - -- - - - - -- ---------------------------------- -----= EXIST. S.S. M.H. i i HEADWALL EXIST. 00 i EXIST. \ I \ PMISTTYP. I I EXIST. 30" PLUG \ EXIST. TYPE 1 I I 8 S.S. \ \ \ ( ) JNCT. BOX STM. SWR. \ \ II 17+ - -_--------------- ------------------------------ ------------------------------------ EXIST TYPE 1 LLJ EXIST. 30" STM. SWR EXIST. 30" STM. SWR. JNCT. BOX z_ � I U j EXIST. 24"� EXIST. S.S. M.H.All STM. SWR. Q I 384.54 396.97 387.97 � EXIST. 8"TEE/GV 13+00 ------ ---- \ \ -- ---- 12+00 ---------- ----------------- 11+00 10+00 ----------------------------------------- ------- -- \ ---- \ � EXIST. 30" STM SWR. II ---------r---------------- ------------------ I \ \ I I I I I SEXIST. 8" W.L. TYPE �„ „ H-2 INLET EXIST. "EXIST. 12 W.L. \ \ \ I I \ \ \ I I EXIST. GV� , , EXIST. EXIST. 18„TEE/GV I12" W.L. v � ° ° o � �7 .p o o . s s N s o+ � V p♦ v o. -------------------------------------------------EXIST. 12" W.L. EXIST. S.S. M.H. EXIST. 12" S.S. CANADA ROAD EXIST. S. - S_M.H. ------------------------------ ----------------------------------------------------- �--------------------------------------- --------------------------------- ------- ---------- N CO I I + EXIST. TYPE I EXIST. 24" EXIST. 07 "H-2" INLET j STM. SWR. I f 8$$ S.S. I' I Q I I 9+00 -------------------------------- W EXIST. 30" STM. SWR. EXIST. TYPE 1 Z JNCT. BOX U Q 387.97 0 o s s i EXIST. 12" W.L. I I Al EXIST. 24" j STM. SWR. __-j 8+00 1 7+00 6+00 I I 1 EXIST. TYPE 1 -/ 1 I JNCT. BOX I I EXIST. TYPE I EXIST. 1 "H-2" INLET j EXIST. M.H.. 12" W.L. 258.63 343.04 o • v v oe v _ _ _—_—_—_—_—_------- F.H./GV FLOOD STATEMENT THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201 CO940L, DATED JUNE 18, 2007, (TSARP). WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS. UTILITIES STATEMENT THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILIITES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. NOTE: (1) 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) @ 24" O.C.E.W. 1/4" / FT SLOPE MAXIMUM EXIST. TYPE "H-2" INLET 5+00 I j EXIST. TYPE "H-2" INLETr EXIST. 112" W.L. 387.97 ---_—_—_—_—_—_—_—_ .-----_—_—_—_—_—_—_—_ EXIST. 8"TEE/G. V. jo 0 i IJ �I LEI .i _ I �I �N NI EXIST. L.S. �j I Cnn Cn j o_olEXIST. : w w l o I CHNLNK FENCE 1 ! EXIST. G EXIST. TYPE j TOB i I EXIST. C.O. "A" INLET ---R.O.W. - EXIST. 8" F.MJ j ------- ---- - - ------------------------------------------- ---------------------------------------- ---------- - - - ---------------------------- -- - - -- FOR I EXIST. 12" S.S. EXIST. j `EXIST. 24" INTERCEPTOR INLET I/ STM. SWR. I I I N ILn I I jX 1 4+00 3+00 2+00 I w I I i ii I I I k\ EXIST. TYPE 1 II `EXIT. SIGN JNCT. BOX I EXIST. I PROP. BEGIN 2318 L.F. 2' WIDE CONC. ADDITION SIDEWALK, (SEE S.W. CROSS-SECTION "A" ), STA. 4+25 0.126 (TYP.) IST. 4.0' SIDEWALK —PROP. 2.0' SW. ADDT'N fr NOTE: 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) ® 24" O.C.E.W. SIDEWALK CROSS—SECTION "A" FOR 2' ADDITION N.T.S. INTERCEPTOR INLET EXIST. G.V. -1 O °v a .. ° .°p. .p s° v 8 •. .o °p0 p ♦a • ° -- - - - - - -- - — - - --------- - ------------ - - - - -R. 0. W- -------------- - - - - - IST. q OF DITCH EXIST. � OF DITCH EXIST. 12" W.L. EXIST. EXIST. TYPE j "A" INLET SLOPE PAVING EXIST. F.H. 3:I d PROP. 6" S.W. ADD'N FT SLOPE MAXIMUM 0.125' (TYP.) ST. 4.0' SIDEWALK PROP. 1.5' S.W. ADD'N I ~I I d d 15" NOTE: 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #4 (EPDXY COATED) @ 24" O.C.E.W. SIDEWALK CROSS—SECTION "B" FOR 2' ADDITION N.T.S. I EXIS1 II I FOR EXIST. I TOB 1 I � I I I I �• �E OF TF, %%e / ..........................A ® RODNEY LEE SLATON ®®t �o,� • •QFO/ST ERF:�' so The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on U LLJ z LLJ m QD O� Q z U Q SCALE: 1 "= 30' 0.125' TYP. 1/4" /FT SLOPE MAXIMUM 0"-4" SELECT FILL BEDDING 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY WITH #3 BARS @ 18" O.C.E.W. OR #4 @ 24" O.C.E.W. TYP. CROSS-SECTION OF SIDEWALK NOT TO SCALE PROP. EXPANSION JOINT @ R.O.W. OR AS DIRECTED BY THE ENGINEER EXPANSION JOINT EXISTING SIDEWALK _T o.s' VARIES RAD. 3. 0' MIN. (TYP.) DOWELS - BRICK STYLE IMPRINTED CONCRETE AND DYED BURNT RED 1 y y 84° y y y y y (GRASS) y y W y y PROP. CURB EXPANSION JOINT (TYP.) REINFORCED CONCRETE #5 SACK, 3000 P.S.I. WITH #4 BARS 0 24' O.C.E.W. OR #3 0 18" O.C.E.W. FROM ROW INTO HOMEOWNERS -flu 4­111�4�11 1.83' 11 EXISTING 1.83' SIDEWALK PROP. EXPANSION JOINT @ SIDEWALK FROM R.O.W. TO BACK OF CURB DRIVEWAY APPRUCH SHALL BE 6" REINFORCED CONCRETE #5 SACK, 3000 P.S.I. WITH #4 BARS 0 24' O.C.E.W. OR #3 0 18' O.C.E.W. TIE-IN TO THE EXIST. STREET PVM'T SHALL BE DONE BY DOWELING IN 6" INTO 0 18" O.C. A 18" � EXIST. BACK OF CURB ...........................y......c.............................................____ __� _�__......._.....G............\.....y...............Y...................v._.......... � 18• \ L L \ � L �' \ 6 V r A PROP. SAW CUT FULL DEPTH DRIVEWAY REPLACEMENT DETAIL NOT TO SCALE 6" CURB CONCR %" RISE C pNCRETE L ETE ROAD DRIVEWAY L y L L SECTION A -A NOT TO SCALE +, •Y y •L y REDWOOD EXPANSION JOINT (TYPICAL) 3'-6 7.0' MIN. 8.0' MAX CI IIVI� CONC. CURB NOT TO SCALE TYPE "B" RAMP NOT TO SCALE 4 TYP. (TYP (TYP.) d 4e W y y y •Y G I y y Y y y y l J ° Q y y Q] z 3: y y v DOWELS I o w ° y y (SEE DETAIL) N � ° ° y y y y y y G y y y j 150 y y y I p •Y y' y O y �y W C y y Qy I yCDy N •y y y JOINT y y CONSTRUCTION I f yyy y y -- -- (SEE DETAIL y y y R.O.W. y W 3.01 y y » 6'-0 � 5 � y y•Y y 4 4 4 CONC. 5 \'S 41 1:12 SIDEWALK o DOWELS #4 BAR, 24" O.C. OR #3 BAR, 18" O.C. (TYP-) W y •Y y y y y y y •Y y W •Y W y 41 V� y •Y y IV•Y y 41 y y y y y v (GRASS) V y y y y y y y JJ•Y W •Y y y •Y y •Y •Y y `Y •Y y •Y y y •Y y •Y y y •L VARIES W/RADIUS (CURB TAPER & SLOPED SIDEWALK) (TYP.) TYPICAL 14" LQ Y2" SMOOTH DOWEL WITH PLASTIC SHEETH @ 10" CENTER. EXIST. CONC. 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. DOWEL I D 1 /4" d R.d ` 4' ° - T ° d d KEYED JOINT CONSTRUCTION JOINT. NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. OWEL DOWEL I-1/2' D ° ° -All/4" K. 4• ° ° D d ° o d o a ° T CONTRACTION JOI NT NOT TO SCALE R10.0' 6" CURB (DIMINISH TO 0" AT CONSTRUCTION JOINT) INU I tJ: 1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED WITH BRICK PATTERN, CONTRACTOR SHALL MAKE ADJUSTMENTS TO RAMPS TO FIT LOCAL CONDITION. 2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL WHEEL CHAIR RAMPS ARE POURED. 3. CURB RETURN RADII GREATER THAN 23' REQUIRE CURVILINEAR SIDEWALK. 4. HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER TYPE "G" WHEELCHAIR RAMP 1 /4" R. (TYP.) D 3" ° ° D FA',1 " (TYP. N.T.S. 1/2" DIA. x 14" LG. SMOOTH DOWEL AT 10" C/ . PAINT AND GREASE THIS HALF DOWEL EXIST. CONC. d 4,1 d ° - d °d ao ° d d ° d ° EXIST. CONC. EXPANSION CAP #4 AT 4" E.W. W. (TYP.), DOWEL • - i nEvnvvv EnrfalloivN Jvmi MATERIAL OR 3/40 PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSION JOINT NOT TO SCALE NOTES 1.) SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. 2.) LAP CONT. BARS 30' LONG AT SPLICES 30 X DIAMETER. 3.) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40 4.) CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. 5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3'.. 6.) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING. 7.) SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. 8). CITY OF LA PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 471-5020 9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223 4567. 10). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER. METERS MAY BE OBTAINED AT CITY HALL. 11). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. 12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE AND DISPOSED OF. 13). THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST. 15). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. 16). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 17). FINISHED SURFACE OF WHEELCHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 18). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 20). GRASS - SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED. 21). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION. 22). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 23). ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14' DOWELS OR WITH 1/2' DIAMETER SMOOTH DOWELS PLASTIC SLEEVE AT SLIP END. 6' TO BE EMBEDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18' O.C. OR #4 0 24' O.C.) 24). SIDEWALK SCORE JOINTS ARE TO BE AT 5' INTERVALS. A SCORE JOINT IS A TOOLED JOINT APPROXIMATELY 1/4' - 3/8' IN DEPTH AND SPANS THE WIDTH OF THE SIDEWALK. PROP. SAW CUT EXIST. B.O.C. PVM'T FULL DEPTH- 0.33' ° ° ° ° 0.5' PROP. EXPANSION JOINT e ,:�,��CE OF T FX1Sa�80 ® . ®.......................... ® RODNEY LEE SLATON d...�..... 90298 .... .. Ili �'o ' �FG/STERN' •��vd� The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on PROP. EXPANSION JOINTS AT ALL PLACES RAMP ABUTS EXISTING PAVEMENT OR SIDEWALK SECTION A -A THIS SECTION IS TYPICAL OF ALL RAMPS AND AT EXISTING DRIVEWAYS NOT TO SCALE CITY OF LA PORTE DWN: JR PLANNING DEPT.ENGINEERING DIV. cK'D: IRS 604 W. FAIRMONT PKM. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 SIDEWALK IMPROVEMENTS CANADA ROAD SIDEWALK DETAILS APP'D: RS Scale: N.T.S Date: JUNE, 2008 Project No.: 2008-5202 SHEET: / 4 OF