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HomeMy WebLinkAboutRD.2_ROADWAY - W. MALBAR ST. (STA 6+40 TO 11+31.90) i I ................. \ I I II I Keyed o es ...� • O w 8w* ••....... 8W 8W 8 .8W 8w \\ /r s'8 I I I 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL S W. DIRECTOR LN. (PRIVATE) \�\ I I o I// / / 3 _ - - STANDARD DRAWING SD-702 -(SEE 1/RD.4). 8S fi 1g, ' 8S 8S 8S 8; 8S / ` I U' m i° 1C "'25 I/ / 2. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD I' I 1 gm1 1 l I DRAWING SD-701 - SEE 2/RD.4 23-2 8+37.37,10.00'L / __________ _ \ 11+29.90,42.86'L ( )' ■ al° 1 LIP:2576.95 .-T 7 T -----F --a \' TBC-MA:2578.12 1 _- 3. 5-FOOT TRANSITION FROM 3" ROLLED CURB TO 6"VERTICAL CURB AND ■ .� /� / I 8+41.37,10.00'L I I I I CON:2578.54 \: \ I� I / / �' GUTTER. - I 8+29.74,14.17'L LIP:2576.97 I I "` 1 11+25.90,21.40'L LIP MA:2577.69 ■ 5� /' 1 TBC:2577.34 / 1 1 1 1 1 1 CON:2578.47 \ LIP:2577.831 , 4. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING ti I / 21-2 a I CON:2576.96 ? CON:2577.10 1 / 8+49.01,14.1T L CON:2578.35 I 14 ( !� // SD-709 -(SEE 4/RD.4). ■ CON:2576.89 I 8+21.57,16.50'L I / 42-2 I I TBC:2577.42 "' ••.40_2 1 I 39-2 1 38-2 1 I 37-2 I 36-2 �-I _ \\ 11+09.90,16.50'L I L 11+31.90,32.56'L CO*CON:2577.15 TBC:2577.31 -- - I 1 �� 35 2 15 5. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD ■ I I I 8+57.18,16.50'L "'28 I TBC:2578.52 I I I LIP:2577.75 ■ CON:2576.79 1 12 22-2 12 1 ( I �8., I I I CON:2578.39 / 1 o a = 2 / IjjUB STANDARD SUPPLEMENTAL DRAWING SD-710A- SEE 6/RD.4 CON:2576.84 CON:2577.20 I I TBC:2577.45 *''19+10.14,16.50-L I 9+71.14,16.50'L 10+52.97,16.50'IL 12 L 9 I 11+29.85 6. ASPHALT PAVEMENT SECTION SEE RD.O a o o ■ 13 13' z CON:2577.27 l 8+68.78,14.50'L TBC:2577.66 TBC:2577.90 TBC:2578.25 / / CL:2577.79 ( )• 7+05.01,16.50'L- °\= - - -J L - _LIP:2577.08 J L- -._•.�- + L- -- 1 ��" +' ~''• 8+18.64,16.50'L 9 40.64,16.50'L 13° 11+31.90 v y d 0+01.64,16.5 --- I- / 7. SEE STORM DRAIN ON "SD" SHEETS. TBC:2576.84 9.64,16. TB - .2577.90 a 3 y y _ �'o 00 1 \ 8 CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL WING 8+7 50'L 0'L V :.. CL N ;. • 5 125.00' - - - TED DOMES PER ISPWC SD 712 ° 2 > „ a `25.00' I 1 15 SD-712H, TYPE H2. P OVIDE TRU CA p E Td o TBC:2577 29 9 C:2578.03 TBC: I SUPPLE TA DRAWING 577 7 �" � 4 4 M 5 25.00' oo I / 6 I 12 ---- - y b° ......: THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. W X 4' t� _ o t n gW r MATCH EXISTING LIP,FLOW LINE, _ _ 6 7+46.53,16.50'L 7+83.53,16.50'L 8W °4% A.al g 8+68.78 V g 4 X 5�°I I L 2 LANDING REQUIRED AT TOP OF RAMP AS DEPICTED. THE PEDESTRIAN Q W ■ 2 8 8 - TBC AND SIDEWALK d a� -y a o'e _ 7+pp \ TBC:2577.01 TBC:2577.15 2577" �4j -0.4 o41° \ CL:2577.37 10+31.64,16.50'L 8 10+89.97,16.50'L •�o, RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE L L _ ....8+00..... 2 6 +- W \ 9+00 11 - 6 ' TBC:2578.43 2 11+pp // �' n 4 12+00 IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS SEE y N 8-LE I.a .............. 2 6+68.01,16.50'L 6+86.51,C/L 1 """' ••.. 10 \ 8+59.18 10 N 1 I •-r - DETAIL ACHD SD-712H 5/RD.4. SEE SHEET RD.3 FOR PEDESTRIAN RAMP E a (q ■ 7+65.03,CIL ""......•••..., CL:2577.33 y TBC:2576.69 g ��_ IoI 6 �Im I GRADING. a ,0A°I.,-o.ai •04 j \ 1 . MALBAR ST. 10+31.64 "257g 11+03.39 a, MATCH EXISTING LIP,FLOW LINE, - _ o ■ 6 I 3 2 �° d 3 1 r w > W o oa% CL:2578.36' 4 TBC AND SIDEWALK m m W - - -----J 9. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE 4 11+278 15 - TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS 4 .. '.... h: 4 . • w, -ow 4 d ° ............. 7+10.18,16.50'R - - 6.5 L OF �s 7+93.98,16.50'R......... ....................... $ 8+68.78,14.50'R - �- - M - 4 1 161 C •2 771.91 � SLOPE SHALL NOT EXCEED 1 5% 4'X 4' LANDING REQUIRED AT TOP ' ..... 10+98 38,1 0'R /7� 1 � rT , TRC:2576.65 e� TRC:2576.99 "" "" • LIP:2577.08 _ I: I RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE ' R +TR - �• 7••.- C:2578.26••••••••.....,, � 11+27.90,14.50'R ■ 1 I � - � � I I SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 6+46.38. 16.50'R 1 7+30.18,16.50'R 8+57.78,16.50'R g+21.58,16 50' 10+49.18,16 50'R 2.00' LIP:2577.97 INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.4. SEE SHEET RD.3 5 TRC:2577.50 TRC:2578.02 11+31.90,20.44'R FOR PEDESTRIAN RAMP GRADING. ■ TRC:2576.73 � TRC:2577.24 ��: � 11 03.39,16.50'R g TRC:2576.40 1 I I 1 TBC:■ \ I I I I 2 1 LIP:2578.00 ■ 1 1 I I \ 8+21.57,16.50'R 8+57.18,16.50'R 9+85.38,16.50'R I 11+09.90,16.50'R' �I �,y� 10. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT I I TRC:2577.75 14 0 ■ II TRC:2577.10 TRC:2577.24 1 1 TBC:2578.52 111 LIP-MA: I EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE CONTACT DICaLINE ■ 8-1 10-1 \ I 11- �A\ -1 :, I I ro I A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 48-HOURS ■ ^� 1 \ 2 13-1 14-1 s 15-1 SHALL BE REMOVED AND REPLACED. �F a( NC.� ■ h PRIVATE 8+29.74,14.1T R 8+49.01,14.17'R- z;;; - \ 1 W I ■ I SIDEWALK TRC:2577.13 TRC:2577.21 -- \ I 11. SEE LAYOUT ON DETAIL 1/RD.2. 1-800-342-IN5 11 I SEE GD.2 I\ I fig' ) 11+29.90,40.00'R I 1 Q M ■ I i I I...-ti`' / TBC-MA: (n 12. GRADE BREAK. 8+37.38,10.00'R I 8+41.38,10.00'R � I \ i LIP:2576.95 LIP:2576.97 I I Ico 13. ACHD SIDEWALK EASEMENT. --\��---- \ I - - . ------------ -- �----- -` ---- - ------------ ------ _ Lu \ \ ------------- ---L--------U-8, IInt 62. Q 15 Lu . SAWCUT AND MATCH EXISTING CURB, GUTTER AND SIDEWALK � 14 SAWCUT AND MATCH EXISTING CURB Ql _ - - - - - - - - - T JOINT PAST LIMIT SHOWN 5PL �PI _ ::; . / S 8" In I 62. I Z �Q E �j d - - )AIR J = 3 � REMOVE AND REPLACE SIDEWALK TO NEXT � ............ i E.G. " � Id L ■ \\ 2$ \ I E E�� - - s - d E G PI NO SEPARATE PAYMENT SHALL BE MADE J Q 1 16. SAWCUT AND MATCH EXISTING PAVEMENT -2 FOOT MINIMUM SAWCUT a w �- �. I .she \ REQUIRED FROM LIP OF GUTTER. PAVEMENT PATCH SHALL SLOPE Z 0 ------ _T _ ------ - �o�EG 1 : I LLI P---------- TOP---- ----- -------- - ---- --- E aI J 1 I E.G. O - ----------'�.----- ---------TDB---- ----- ---------"��-SQP--------------lOP-- - TOP- •... T 1- ---6P UT P EMENT U Z ��slas i c ---- ----------------------.----------- - -- -- -- ------ DOWNWARD FROM SAWC ° TO LI °OF GUTTER WITH A PAV _�---�s+a�---- -----slas--- e+as..._._.._.._..- ----- s+ �-- -�+a�----alas----�ws-...... -- - cl4a --------- 1 /oAN 4/0. PRIOR ._._..............do1 aoi.... -..-..-..-..-..-..-..-.-..-.-..-.--- del --------------------- - - - --�- - - T is -- -..-- - --- ---- --- - -- -- -- --------------- CONSTRUCOTION CONTRACTOR SHALL CONFIRM THAT THE REQUIRE - - .... _ Q ..........................r.©E........................................r©F. - ---_-_ - - - e �p - - ' _..:.dRi - doL..... 0 0 - I I GI48 GI4F TOE ��_ -- �Ol ::.+.: - 1 m I\ PAVEMENT CROSS SLOPES CAN BE ACHIEVED WITH THE PROVIDED LIP Q .................... ................................................. 3 \ =7 ■ ---- ,- I - OF GUTTER ELEVATIONS. NOTIFY ENGINEER IMMEDIATELY IF PLAN < Z) Lu --- DISCREPANCIES ARE NOTED. Q ■ ---■ 17. ASPHALT PAVEMENT -(RD.0, ISPWCQ <SD-301, AND ACHD SUPPLEMENTAL 0� ■ I STD. DWG SD-303). < <Q U7 U Lu W Z 0 N Notes a W. MALBAR ST. (STA 6+40 TO 11+31.90) S�ONAL E 0 30 60 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD �� G\STE COF INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR FEET TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN 3 CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC s��TF O23 SOILSSPECIFICATIONS. PROVIDE MEETS THE REQUIREMENTSS FOR ENGI EERED FIILL PER ISPWC FY NATIVE MATERIAL ��SS {( ER\��5� 6+40 7+00 8+00 9+00 10+00 11+00 11+60 SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST 2588 2588 REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN • rl-� . • ASPHALT PAVEMENT AREAS. O• O• �• . . . . 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS , '• CO c• REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING . c• 00 00 • • 0 DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH M THAT THE FLOW OF IRRIGATION WATER,AND DRAINAGE OF SURFACE c 00 WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE - N co 2584 M co N o ti 2584 DURATION OF CONSTRUCTION. o _ N J M U.) CN O� 00 N O J V r J Vn 00 0�0 L) �� `` Q N FO , W O W N 2580 2580 ---- --- 2.0'ACHD SIDEWALK EASEMENT za o o. N 0 00 I ' w ul U. 9 4.00',a e a`• 1 0.48% ' U 0.40 0 ` 11+09.9 ! o ci �3 w "' 8 ,ri 8W 8W ^ 2 w� APPRO (MATE EXISTING GRADE AT ROAD C/L +27.85 2 z 2576 2576 2 o A o af �L o 1.L:2577.91 w o 0 w z DWA ♦ c owU o w cn w� o THE CENTERLINE SLOPE SHOWN TO BE ♦ M c v LL 10 M � o ��' DI-1B 2.7%IS A PROJECTED ELEVATION TO `"' N LL 0 M N = ESTABLISH CURB ELEVATIONS. THE o h M W. MALBAR ST. a to �i ACTUAL CENTERLINE PAVEMENT GRADE aLL SHALL BE SHIFTED DOWN THE 1 1 N ROADWAY ALIGNMENT AS SHOWN TO Ln o ACHIEVE A MAXIMUM ASPHALT SLOPE J o 2572 OF 1.9%WITHIN THE PEDESTRIAN ROUTE 2572 SG#1 Z Z OF THE INTERSECTING STREET, M - - - -� , �4 A _ _ O NK N SEEPAGE BED#1 ASPHALT WITH NON-CONFORMING 8 04tc + SLOPES SHALL BE REMOVED AND "'1 wj REPLACED L-- 2568 2568 M DETAIL - 1 y _ u o MW ~ rnmW ��cn Q Z °° Uco � W U w z MN 2564 2564 w WILD O 0 ST 6+ 0 TO 11 F31.90)H0ERSCALE:1RIof SCALE:MAL AR T. "=3' � JOB NUMBER: 2562 2562 IDB2355 m 6+40 7+00 8+00 9+00 10+00 11+00 11+60 Q DATE: 6-9-23 3 SHEET NUMBER: CIO W o RD.2 o W W