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HomeMy WebLinkAboutR-382919� E M:3 \ E O'N C AM C C _O r1 � CD rn m O _-_ COMPACT SAND 0 IrT V Oa 0 E-� YZ DEPRESSED CURB 6 GUTTER - J 0 W r �q O O U O ,& 22 1/2° C is L DEPRESSED CURB 8 GUTTER 6. Z ,i j O JLLJ W ;j W o 2.1 1.0 a o cn � E M:3 \ E O'N C AM C C _O r1 � CD rn m O _-_ COMPACT SAND N O IrT V Oa `1 . oa E-� .3: DEPRESSED CURB 6 GUTTER - J 0 W r �q _0 W Ll U - 0') ,& 22 1/2° C is L DEPRESSED CURB 8 GUTTER 6. = a� � E M:3 \ E O'N C AM C C _O r1 � CD rn m CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL W U Z = UO 4. 45° BEND 11 1/4' ? 2 Cr O 45° BEND DEPRESSED CURB 6 GUTTER - J 0 W TEE CAP OR PLUG & 22 1/2° Q Z 0 TEE CAP OR PLUG ,& 22 1/2° 2 W DEPRESSED CURB 8 GUTTER 6. BEND oI I I U N 4" 7.0 4.2 4.2 1.7 2.9 - 2.1 2.1 1.0 2.2 1.6 1.6 1.0 cu L 4.7 4.7 1.9 5.0 3.5 3.5 1.4 X 8.4 8.4 3.4 8.8 6.3 6.3 f 2.5 W 18.8 18.8 7.5 20.0 14.Q 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". ry / 0 W = U 6i 4J oY Q oSL ..Ci o -5 M W W Z ,, , V) =CON VI o O i U asa Q ry u r2 Q w 0 Ln Q N r) Q O PO O CO N O N Z a� dd- N c`\o a� F= 0 0 CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL 90° 45° BEND 11 1 /4° 90° 4. 45° BEND 11 1/4' 90° 45° BEND DEPRESSED CURB 6 GUTTER - FITTING BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG ,& 22 1/2° BEND DEPRESSED CURB 8 GUTTER 6. BEND oI rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian BEND 4" 7.0 4.2 4.2 1.7 2.9 - 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 N 8.4 8.4 3.4 8.8 6.3 6.3 f 2.5 W 18.8 18.8 7.5 20.0 14.Q 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". ry / 0 0 a MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH rn MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' W C? t =CON co Ln N O O O N O Z a� CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL 90° 45° BEND 11 1 /4° 90° 4. 45° BEND 11 1/4' 90° 45° BEND DEPRESSED CURB 6 GUTTER - FITTING BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG & 22 1/2° BEND TEE CAP OR PLUG ,& 22 1/2° BEND DEPRESSED CURB 8 GUTTER 6. BEND CLOSE J__,° _ -- NIPPLE 12" MIN. 2 CORPORATION STOP 90° BEND, 01 rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian BEND 4" 7.0 4.2 4.2 1.7 2.9 - 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 f 2.5 _ 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.Q 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". . 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. 0 0 a MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' W C? t --- / COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO- 'W TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2 90° ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" EQUAL TO RICH VALVE CO. STANDARD WASHED GRAVEL, PASSING � IPS TAP TO FIT, EQUAL TO MUELLER CO. � (SEE DWG BR46 � PACE B090) J 8" TOP SECTION, WITH REGULAR 1-1/2" AND RETAINED ON AIR AND VACUUM VALVE 2" ASSEMBLY \ BASE SECTION LENGTH TO FIT. �� INSTALL 2" 90° ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. 2' PLUG, SCREWED r j}` '8 J < \\\ \ \\ \\tt\\ 'Y ,i-� 2" GALVANIZED IRON PIPE 2 GALVANIZED IRON PIPE 12 LONG -"� AS REQUIRED. 2 RESILIENT GATE Ea �PFiN , _ VALVE, SCREWED -- INSTALL 2" 90° ELBOW, e THRUST BLOCK BEARING - SCREWED AREA REFERS TO THE \ \ FACE OF BLOCK MEASURED IN SQUARE FEET - 2" GALVANIZED IRON NOTES: PIPE AS REQUIRED. NO, 1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_ AT HIGHEST POINT' OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH (DINT AT A LOCATION WHERE ASSEMBLE' CAN BE INSTALLED. 3_ ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-3/2°). PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. V CO N C RETE B LOCKING FOR STD. PLAN' - 330.2 ° ` STD. PLAN - 340.2 STD. PLAN - 340 4 � t 0 -7-) i ; I ,' L n: �_, _ 3'01 2" BLOW -OFF - -t �3 2" AIR &VACUUM RELEASE + ♦ HORIZONTAL AND DOWNWARD F-- - - -- . ♦ -_---- --- T; 1 -- - -�-1, ,,! y' �; TEMPORARY ASSEMBLY _ . . AS VERTICAL BENDS _. ASSEMBLY I _ INSTALL SIGN PER CBC 11298.4 (WHITE) (BLUE) 12% 18" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS ld 0 HEIGHTS ACCORDING TO LOCAL REQUIREMENTS UJ 8 IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, cs s x LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE N N WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" Parking Sign Accessible ParkingSign NOT TO SCALE NOTE: PAVEMENT STALL STENCIL PER ARCHITECTURAL PLANS. 4'_ CW MIN.- ( > A SEE CONTRACT PLANS US" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER .. J J W J z w U. ►'y NOTES 4'- d" MIN. A SEE CONTRACT PLANS 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB Curb Ramp location shall be placed within the width of the associated PEDESTRIAN CURB 319' EXPANSION JOINT (TYP,) - 1 SEE NOTE 9 crosswalk, or as shown in the Contract Plans. SEE NOTE 9 SEE STANDARD PLAN F-30.10 LANDING - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. SIDEWALK b 4` - 0" MIN. (TYP.) SEE CONTRACT PLANS CURB RAMP CURB RAMP - `�.► DETECTABLE WARNING SURFACE FACE OF CURB SEE STANDARD PLAN F-46.10 DEPRESSED CURB 6 GUTTER CROSSWALK SIDEWALK CURB 8 GUTTER CURB RAMP - 4' - Q" MIN. (TYP.) SEE CONTRACT PLANS FACE OF CURB PLAN VIEW DETECTABLE WARNING SURFACE TYPE PARALLEL A SEE STANDARD PLAN F-46.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 15'- ©" MAX. 4" - W MIN. SEE NOTE 7 SEE CONTRACT PLANS SIDEWALK GRADE BREAK 8.3% MAX, 2.0% MAX. 4'- 0" MIN. SEE CONTRACT PLANS 2.0W. MAX, UJ IX LANDING a SECTION CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - _ SEE STANDARD PLAN F-30.10 SECTION B "CEMENT CONCRETt- PARALLEL At' PAY I 15' - 0" MAX. SEE NOTE 7 GRADE BREAK 8.3% MA)( - CURB RAMP TYPE PARALLEL A PAY LIMIT 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE nances in front of the Curb Ramp or on any part of the Curb Ramp or 2" CLOSE NIPPLE \ /� IRON DIAMOND PLATE. 18"x31" MSCBC 173OR 18" 4. 2" 90' ELBOW 2" GALVANIZED IRON PIPE, 12" LONG. 2" BRONZE GATE VALVE, SCREWED EQUAL - ----TO RED -WHITE VALVE CORP. FIG NO, 280 ,rs,_ F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and DEPRESSED CURB 6 GUTTER - -_- - 2" RESILIENT SEAT GATE VALVE WITH DETECTABLE WARNING SURFACE �-- LANDING ' THREADED ENDS See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. ���� 2 90BENDS 1 2-2" BRASS 90° BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE TO FIT-/ � DEPRESSED CURB 8 GUTTER 6. The Bid Item "Cement Concrete Curb Ram T '" Ramp Type � does not include CLOSE J__,° _ -- NIPPLE 12" MIN. 2 CORPORATION STOP 90° BEND, 01 rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian N 00 1. P. THREAD TO COPPER, EQUAL -- - `, TO FORD FB 500. / 2" TYPE K SOFT --- / COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO- 'W TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2 90° ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" EQUAL TO RICH VALVE CO. STANDARD WASHED GRAVEL, PASSING � IPS TAP TO FIT, EQUAL TO MUELLER CO. � (SEE DWG BR46 � PACE B090) J 8" TOP SECTION, WITH REGULAR 1-1/2" AND RETAINED ON AIR AND VACUUM VALVE 2" ASSEMBLY \ BASE SECTION LENGTH TO FIT. �� INSTALL 2" 90° ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. 2' PLUG, SCREWED r j}` '8 J < \\\ \ \\ \\tt\\ 'Y ,i-� 2" GALVANIZED IRON PIPE 2 GALVANIZED IRON PIPE 12 LONG -"� AS REQUIRED. 2 RESILIENT GATE Ea �PFiN , _ VALVE, SCREWED -- INSTALL 2" 90° ELBOW, e THRUST BLOCK BEARING - SCREWED AREA REFERS TO THE \ \ FACE OF BLOCK MEASURED IN SQUARE FEET - 2" GALVANIZED IRON NOTES: PIPE AS REQUIRED. NO, 1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_ AT HIGHEST POINT' OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH (DINT AT A LOCATION WHERE ASSEMBLE' CAN BE INSTALLED. 3_ ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-3/2°). PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. V CO N C RETE B LOCKING FOR STD. PLAN' - 330.2 ° ` STD. PLAN - 340.2 STD. PLAN - 340 4 � t 0 -7-) i ; I ,' L n: �_, _ 3'01 2" BLOW -OFF - -t �3 2" AIR &VACUUM RELEASE + ♦ HORIZONTAL AND DOWNWARD F-- - - -- . ♦ -_---- --- T; 1 -- - -�-1, ,,! y' �; TEMPORARY ASSEMBLY _ . . AS VERTICAL BENDS _. ASSEMBLY I _ INSTALL SIGN PER CBC 11298.4 (WHITE) (BLUE) 12% 18" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS ld 0 HEIGHTS ACCORDING TO LOCAL REQUIREMENTS UJ 8 IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, cs s x LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE N N WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" Parking Sign Accessible ParkingSign NOT TO SCALE NOTE: PAVEMENT STALL STENCIL PER ARCHITECTURAL PLANS. 4'_ CW MIN.- ( > A SEE CONTRACT PLANS US" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER .. J J W J z w U. ►'y NOTES 4'- d" MIN. A SEE CONTRACT PLANS 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB Curb Ramp location shall be placed within the width of the associated PEDESTRIAN CURB 319' EXPANSION JOINT (TYP,) - 1 SEE NOTE 9 crosswalk, or as shown in the Contract Plans. SEE NOTE 9 SEE STANDARD PLAN F-30.10 LANDING - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. SIDEWALK b 4` - 0" MIN. (TYP.) SEE CONTRACT PLANS CURB RAMP CURB RAMP - `�.► DETECTABLE WARNING SURFACE FACE OF CURB SEE STANDARD PLAN F-46.10 DEPRESSED CURB 6 GUTTER CROSSWALK SIDEWALK CURB 8 GUTTER CURB RAMP - 4' - Q" MIN. (TYP.) SEE CONTRACT PLANS FACE OF CURB PLAN VIEW DETECTABLE WARNING SURFACE TYPE PARALLEL A SEE STANDARD PLAN F-46.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 15'- ©" MAX. 4" - W MIN. SEE NOTE 7 SEE CONTRACT PLANS SIDEWALK GRADE BREAK 8.3% MAX, 2.0% MAX. 4'- 0" MIN. SEE CONTRACT PLANS 2.0W. MAX, UJ IX LANDING a SECTION CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - _ SEE STANDARD PLAN F-30.10 SECTION B "CEMENT CONCRETt- PARALLEL At' PAY I 15' - 0" MAX. SEE NOTE 7 GRADE BREAK 8.3% MA)( - CURB RAMP TYPE PARALLEL A PAY LIMIT 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- - -�- SEE NOTE _ nances in front of the Curb Ramp or on any part of the Curb Ramp or 3" R Landing. 4. See Contract Plans for the curb design specified. See Standard Plan - F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and DEPRESSED CURB 6 GUTTER - Pedestrian Curb details. DETECTABLE WARNING SURFACE �-- LANDING SEE STANDARD PLAN F46A0 5° See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. -_ See Contract Plans for width and placement of sidewalk. DEPRESSED CURB 8 GUTTER 6. The Bid Item "Cement Concrete Curb Ram T '" Ramp Type � does not include CROSSWALK rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian N 00 Curb, or Sidewalks. .___ ___. ___ _.__ .___µ_____._..___= 7. The Curti Ramp maximum running slope shall not require the ramp length PLAN VIEW to exceed 15 Beet to avoid chasing the slope indefinitely when connecting TYPE PARALLEL B to steep grades. When applying the 15 -foot max. length, the running slope c of the curt ramp shall be as flet as feasible. GRADE BREAK 8, Curb Ramp, Landing, and Flares shall receive broom finish. See Standard - -�- SEE NOTE _ Specifications 8-14. CoUt4TER SLOPE TOP OF 5-0% MAX' 9. Pedestrian Curb may be omitted if the ground surface at the back of the ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb - Ramp or Landing and there will be no material to retain. DEPRESSED CURB 6 GUTTER - 2.0% MAX. SEE STANDARD PLAN F-10.12 �-- LANDING AND NOTE 6 0 15" - Q" MAX. _-_-- _.4' - Cr MIN.--- - -�- SEE NOTE _ �. SEE CONTRACT PLANS SIDEWALK - -GRADE BREAK U C GRADE BREAK 8.3% MAX �C < A P 2.0% MAX. CURB RAMP �-- LANDING �� �, 318" 318" EXPANSION JOINT (TYP.) - 0 SEE STANDARD PLAN F-30.10 Y SECTION C "CEMENT CONCRETE CURB RAMP TYPE PARALLEL ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT LEGEND -- �--- SLOPE IN EITHER DIRECTION PEDESTRIAN CURB SEE NOTE 9�7 �!►T�i��p i 'lo+ 34363CG �� �01VAL p � 4 Z PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Sako#ch //! 6120113 STATE DE9011 ENGINEER DATE Wa.hhVkm Sft* Deparkwont of TranWortatim C O LO N to V) IF- ~ W W � o UJ O U � U U O04 LLJ D: W Z ZV') W O Li a C� C� 0 CL -"3 .- X = _ Y Y Y (Yj Y te to LO LO V_ V_ N N O p N p two two z R-381919 By: Do te: ON GUY y�B C x 38950 p �� A /M i ERS /ONA L ENS 6/19/2015 v N C7 U � U C Z � V �C < o z U •N Z Z 0 Z Y 7 w jN Q = N C7 U � By: Dote Z � O �C < o z LJ N °" Z Z Y 7 w jN Q N ro N N 00 �Z Z I 00 CN 00 (0 0 00 Z Z O1 I c w w 0* > o N �N 3 Lo LC) p 00 LLJ q1t 4 0 , 4+ U 0 OAf i . 0 0 a o = N C7 U � By: Dote Z � O �C < o z LJ Q °" Z Z w jN Q N ro N N 00 �Z Z 00 CN 00 (0 0 00 Z Z O1 I I w w 0* Q Lo N o N z - U Z V_ Lo LC) W w 00 LLJ q1t 4 t- Y �...� �. U 0 OAf i . W C? t =CON By: Dote: N ro By: Dote Zq8 N o Cn �C < o z s By: Dote D -n CD ro `T �C < z s