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Home My WebLink AboutC2.03 Roadway Plan & Profile I II IIII Sheet Notes: III 4II T H E 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. RZOA 0 \ I I I LAND CONSTRUCT TEMPORARY I 2. REFER TO SHEET C2.51 FOR TYPICAL ROADWAY SECTIONS AND ASPHALT . \I IRRIGATION DITCH TO RECONNECT MIX DESIGN. \ I I III III i PIPE OUTLET TO EXISTING DITCH. ' G R 0 U P 113. REFER TO SHEET C5.01 &C5.02 FOR STRIPING AND STREET SIGN PLANS. � STA:II 36+94.94 II OFF: +94. 4 \ ' 4. STATIONING REPRESENTS ROADWAY CENTERLINE ALIGNMENT, OR AS OUTLET 12-IN PVC AT IE: 2549.09 INDICATED ON THE PLANS. I TBC: 2554.03 ' 7-LF OF 12 IN PVC AT 1.00% 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN II I 25 255255 10 GIRR 02 I CURRENT OF FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO 2552,' 9 4-FT SQ BOX PER ISPWC SD-619 NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC 2 3 STA: 36+68.94, 75.601R � ' SPECIFICATIONS. I I GRR RIM: 2554.88±STA:37+25.43 W _ h -- OFF: 74.27 R � �lu I _ \ __ - -- -_ --- - SUMP: 2547.16 EP: 2553.70 - -- 255 - - I IE IN: 2549.16, 12-IN PVC (S) Pedestrian Surface Construction Notes. - ,STA: 36+94.55 30'TBC-EP '; OFF: 58.57'R IE OUT: 2549.16, 12-IN PVC (N) ' 1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL TBC: 2553.96 BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA l cn o O cc CB 13 O cc 1l_ O O oc N - � O - N - O - CO U') - 6� END INTERSECTION I RO . o o o o o STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS M o M + o co INLET PER ACHD SUP SD-601 + o M + o M ' + o co Q,50 o M o M o X) M o M o LL0 MET DURING CONSTRUCTION. 1 FOR DETAILS + N N N N STA:36+00, 19.33 R N N N N N N SEE SHEET DETAIL 3/C2.5 0 S �I'iII 1 �M L.L. .. Q LL_ -D -Q L� _ Q L� .. Q .. Lo LL RIM: 2552.76± LL c0 � 'L 0' ' "" 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE CD co cn om cn om cn om cn om ~ ~ SUMP: 2549.00 ~ ~ ~ "' " 6"PIRR 6"PIR 6"PIRR MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE 9 I r \- - - - - - - - - - _ - IEOUT: 2550.00, 12INPVC (S) - - - - _ _ _ _ �� Q100 = 0.78cfs - - - - - - - - --- - - - - - - - - - - PEDESTRIAN RAMP (2%MAX.). Q25 = 0.625 cfs o 255q 2554- Keynotes:notes. NOTE: NOT ALL KEYNOTES # • 7 Y SHOWN ON THIS SHEET ' 3 2552_ - -- -- _- -- -- -- -- - -- - = 2552- -- - - - - - - - 1. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH �oo_..�oo 000 -- -- -- R/W� R/W %W R/W /W KICK PLATE FOR REINSTALLATION. - -- e,e,e,e,e,e,e,e„ -- -- - voe v0000000000000 , i - _61X 2. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE FOR � I X 12"W o 12" 1 o N ,, 12"W - 1 "W 12"W 12"W \ I � I o �553� REINSTALLATION. 10 ' c O c� �, c�i 3. CONSTRUCT INLET CATCH BASIN TYPE I FOR 6 VERTICAL CURB AND ■ 2' 1$' 2' >� Cm W. Grand Mogul Dr. m 1 W GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING N0. SD-601. y , - - - - - - - 38 00 � - 37+00 ccr 36+N 0 35+00 h ■ cc r 4. INSTALL ASTM D 3034 SDR 35 PVC STORM DRAIN PIPE; SIZE, LENGTH, W 10 \\\ r J 3 0_ O ' h AND SLOPE PER PLAN. ■- ' N 9-LF OF 12-IN PVC /° 2553 \ \\ J 74.61' 13 . GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C2.50. � T coM 1 - �81NPE AT 0.00% 6. SAW-CUT 2'MINIMUM FROM EXISTING EDGE OF PAVEMENT OR AS STA: 37+27.75 _ o, /W R/W M /W R/WW �N OFF: 20.00'L - o I CL O° 164' NEEDED. SEE ACHD ROADWAY NOTE 1/C1.00 CONCERNING l� I I v, `� 1 159-LF OF 18-IN PERF HDPE AT 0.00% REQUIREMENTS FOR ALL STREET CUTS AND REPAIRS.ADDITIONAL TBC: 2553.28 I\ �� I I I �'�o t► r 18" D 1811S o 18"SD 18"SD STREET CUTTING MAY BE REQUIRED BEYOND WHAT IS SHOWN ON THESE CA PLANS. COORDINATE WITH THE ACHD INSPECTOR. \ I I I IR100.5 - oe^e \ I - - -1 = - - - - - CB14 - - - - - - - - - - - - - - - - - - - -N z 2554 - - - - - - - - - - - - - - - - - I� - r 2 SG 06 r 7. INSTALL CITY OF MERIDIAN STREETLIGHT. SEE SHEET C4.50 FOR S54 INLET PER ACHD SUP SD-601 2553- 12 10 > r - - - - - - - STREETLIGHT PLAN. GIRR ch � o �N Q100 = 1.74 cfS o v_ - - o c6'o 2553 _ o �rn ■ 9 I 25 I - STA: 36+00, 19.33 L {'o - 'fRfF--- �, - HER - - - - -o - ,, ,,T - -- - - - - - - �I O C, O co O M O M - O M 5 RIM: 2552.76± X + cc o Ln Q25 = 1.25 cfs + o Ln + o Ln - --- + o o o o o ", o Lo _-- 8. PROPOSED ACHD DRAINAGE EASEMENT. - Ep M `"`V SUMP: 2548.84 CO N N CO Ly N CO Ly N CO N N 2553 LL 00 ¢ LL c� ¢ LL 00 8 ¢ LL 00 ' ¢ L_00 STA: 37+2 3.10 i �4,Ep-Ep � o� IE IN: 2549.84, 12-IN PVC (N) °�„ o� � o� 4 � o� v~i o� 9. RE-INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC OFF: 59.531 3T' IE OUT: 2549.94, 12-IN PVC (S) - SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH TBC: 2 554.55 ^I I �� I GIRR 01 ' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. �I I I L - �ti J Q100 = 0.78 cfs C 2.51 - - Q25 = 0.625 cfs ■ 10. RE-INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES ANN IIII 2554- N J o SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE Ellm# O III + o 2554 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN STUB 12-IN PVC AT IE: 2551.00± co �N / THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". 1 CONNECT PIPELINE TO " � o EXISTING IRRIGATION DITCH 11. CONSTRUCT SEEPAGE BED NO 3. 15'W x 100' L x 3.4'D. SEE SHEET C2.50 I I�I I 61-LF OF 12-IN PVC AT 1.00% � ' FOR DETAIL. Roadway Plan & P rof■�I e 0 20' 40' 12. CONSTRUCT SEEPAGE BED NO 4. 13'W x 164' L x 3.2'D. SEE SHEET C2.50 � FOR DETAIL. cc CD Horizontal Scale: 1" = 20' 13. CONSTRUCT 4-FT CONCRETE VALLEY GUTTER PER CURRENT ACHD SUPPLEMENT SD-708. CZ 0 2558 2558 14. CONSTRUCT ENHANCED PEDESTRIAN CROSSING WITH CONCRETE PAVING z GRANDMOGUL P2: Sta. 34+60 - 38+00 PER ACHD SUPPLEMENT SD-714. USE 8-IN OF CONCRETE PAVING ON 6-IN O ■ p HORIZONTAL SCALE 1 II 201 + cc : OF 3/4"CRUSHED AGGREGATE BASE (MIN). LU VERTICAL SCALE. 1 - 2 M T 2556 � N 2556 m J Revisions CS LU 1. GB STA:37+28.18 EL: 2553.76 FINISH GRADE AT CENTERLINE 2554 2554 SLOPE TO EXISTING AT 3:1 MAX 0.45% -0.45% 2552 I - TOP OF ROCK - 2552 12-LF OF 18-IN HDPE AT 0.00% EL: 2551.12 / I 61-LF OF 12-I EXISTING GROUND V/ I N PVC AT 1.00% AT CENTERLINE J(1 1 2550 159-LF OF 18-IN PERF HDPE AT 0.00% 2550 ��SZoNAL ENG �G\ST 2548 - - - - - 2548 SG 06 1000-GAL. S&G TRAP 5'MIN 10961 GIRR 01 STA: 36+00, 28.001L J. o 4-FT SQ BOX PER ISPWC SD-619 RIM: 2553.38± 12 BOTTOM OF ROCK �9T f OF \1 'r STA: 36+68.94, 47.501L SUMP: 2545.39 EL: 2547.92 Jq�NDEN��"' 2546 RIM: 2554.90± IE IN: 2549.91, 12-IN PVC (N) 2546 11/24/2025 SUMP: 2548.39 IE OUT: 2549.06, 18-IN HDPE (E) 3 IE IN: 2550.39, 12-IN PVC (SW) Project No.: 124186 IE OUT: 2550.39, 12-IN PVC (N) Date of Issuance: 11-24-2025 EXISTING GROUND ELEVATION FINISH GRADE ELEVATION Project Milestone: PERMIT SUBMITTAL RE AT CENTERLINE AT CENTERLINE 2544 2544 M � co co co co co M 00 M M co N Roadway Plan & Profile I` O U') V co N N co X) CO I` c0 E N N M N M N M N M N M N G'7 N M N G'7 N N M N M N C N Ci N L!'7 L!'7 LO L2") L!'7Lr_ lf) L!'7 Lf) LI7 L1'J L17 LI7 LI7 Lf') w Lf7 U!J L!") LO LO U!J U') LO Lf7 LO Ul L17 Ul L.C) LO QE N N � N � � N � N � N � N � N � N � N � N � N � N � E D N N N N N N N N N N N N N N " 38+00 37+00 36+00 35+00 34+60 �� C2mO3