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Home My WebLink AboutC3.2- Plan & Profile Lf) 00 KEYNOTES Lo W N OINSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHD SD-1132A. cn W E O OCATCH BASIN #5 - 2553.02' TRC, 2550.00 12" INV. PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.07CFS, Q100=0.90CFS). 00 INSTALL f13LF OF 12" C-900 @ 0.38% r z O3 12" INV. AT CB#5 = 2550.00' 0 12" INV. AT SDMH #1 = 2549.95' Cn W 0 30, 60' 0 30' 60' CATCH BASIN #6 - 2553.02' TRC, 2550.00 12" INV. PER ISPWC AND ACHD O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.38CFS, Q100=0.53CFS). 7 18 SCALE 1" = 30' SCALE 1" = 30' J INSTALL f11LF OF 12" SDR-35 � 0.45% O12" INV. AT CB#6 = 2550.00'12" INV. AT SDMH #1 = 2549.95' (D OCATCH BASIN #4 - 2552.06' TRC, 2549.00 12" INV. PER ISPWC AND ACHD 53.63LIP �xoo �O 53.17LIP SEE SHEET C3.1 O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.38CFS, Q100=0.53CFS). J Z O 53.96 TRC �`121 0+64.94 2.00'R BLOCK? I j INSTALL f12LF OF 12" SDR-35 @ 0.42% Q O 1+10.50 2.00'R 53.38 TRC 12 SEE THIS SHEET 91 t' O j O7 12" INV. AT CB#4 = 2549.00' U Q 17 I 8 � I 12" INV. AT SDMH #3 = 2548.95' u\ CD � , O I I \ 20 2.1 q% 20 � 13 3+68.88 A2.93 +68.88 16.50'R �� o "'� O �i CATCH BASIN 3 - 2552.12' TRC, 2548.90 12" INV. PER ISPWC AND ACHD ~ TRC CITY OF MERIDIAN SEWER "� ' w U? SUPPLEMENTAL DRAWING SD-604A TYPE IV Q25=0.37CFS, Q100=0.51CFS .47.00' rn N C�lo 53.01 CL + cv u7 8 ( ) z O 0+34.62 2.00'R 00 N 11 `� N 52.93 TRC a 3+15.18 21.79'R > rn AND WATER EASEMENT N a rn cry "' M ' o n c� 53.22 TRC cn o o # n r n 20 O N w 9 0 �� O 12"INSTILL NV. AT4LF CB 3 122548.95' @ 0.36% V + + + 3+68.88 16.50'L Q Ki 1+37.81 22.95'R �, � 3+01.63 16.50'R + 53.63 TRC � ' � � � 5+38.94 16.50'R 10 2+69.15 16.50'R N W 53.06 TRC 3+68.88 16.50'R - z 53.15 TRC z � � � c� � 0� 8 52.93 TRC 531.01LIP 53.02 TRC 1+52.53 16.50'R } ^ `O 12" INV. AT SDMH #3 = 2548.90' - U 2 53.52 TRC o+ INSTALL f18LF OF 12" SDR-35 @ 0.56% O W EG 9� 3+35.23 �- 0+04.71 16.50'R o 1 Q 12" INV. AT CB#3 = 2548.90' 9 1 W _ ........ . ..... . ..... ..... .......:.:.....:.:.....:..... 17 0 5+38.94 = 3+01.63 ••'`'•`' ��'�'��: .. � 54.26 TRC o 12" INV. AT S&G TRAP #2 = 2548.80' n/ 5+75.55 1j3, 4+47.10 N. TRAQUAIR PL. (n 53.37 CIL 53.23 CL `0 3 SDMH 1 ' i � / 0L 54.24 TRC 53.53 CL 53.14 CL SDMH 3 2552 , - 52.24 CL � -2553• 53.42LIP O O _ o o STA: 4+52.80 I� STA: 2+69.15 1+77.43 2.00'R 5+7 55 CD q - - N - 3+35.23 16.501 0 w QUARTER 19 2g ,/� INSTALL 1-1000 GAL. SAND AND GREASE TRAP #2 PER ISPWC SD-624. SEE /� �, 5+00 SDMH 2 �, HORSE ?:: 11 20 4+59.12 4+37.10 4+00 3+68.88 = 53.29 TRC 9p• 2+69.15 ��n _ o DR. DETAIL SHEET C3.3. IL 0 \-53.91*-IH 67 �' STA: 3+35.23 �� 53.10 CL '� -� hh 52.20 CL �? 52.28 CL 53.01 CIL 2+100 "� 3+57.22 7 6 /. �1 W - - - - - - _ 0+79.28 o I :: 5 "� 54.05 CIL N 0+00 1 W Q Q O 20 52.90LIP - - - - - ------- - 1+52.53 -1 � - L�J o �0' y W 5 53.60 CL 1+00 - - 54.37 CL 12 INSTALL SEEPAGE TRENCH 1. SEE DETAIL SHEET C3.3. o :: T::: -52.84EP- _ 4 -�-�_ _ 1+12.88 _ � _ # . . . . . . . . . . . . . . 52.60FG 3.00EP 52.03BOT - - - - -- 53.91 CIL -`�\\ ^ � - ------ Z 0+04.71 0 00 .......... 20 14 \ 51.8460T 16 -- V 54.34 CL Q ]4+37.10 16.50'L 53.03FG INSTALL t12LF OF SOLID WALL 18" SDR-35 @ 0.00% SLOPE. W 0 0 0 52.14BOT 2+69.15 16.50'L �� 5LF TO EXTEND INTO SEEPAGE BED. SEE DETAIL SHEET C3.3. ::......:. .......... 37% O 20 5+39.16 16.50'L � cr' � c� � c� � 52.20 TRC �, �, 52.0360T cD h V co � co U u7 o _ `n 53.06 TRC � � ;�`' � � � � � `� � `o � cD cp c> �n -� r- o / EL o o c� o3+22.73 2.00'R N � a; `•_- N `� °' °m° ^ N cn "' ` - 14 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627. 0 W20 17 o 53.23 TRC ' + / n + + I «' + r c°°o N \�� c� + I M PREVIOUSLY DEDICATED � � o c� � 53.97 TRC 2+91.05 2.00'R N + ' - INSTALL BORROW DITCH 16 PER DETAIL 5 OF ACHD SECTION 8200 SAND 2+45.50 2.00'R ��`�� 53.39 TRC O O I Oo U O + RIGHT OF WAY. ^ ' N 0+00 16.50'L 15 WINDOW TO BE 24SF. # ( ) 53.64LIP 53.18LIIP N m N o+ + a 54.29 TRC FUTURE o+ INSTALL BORROW DITCH #17 (PER DETAIL 5 OF ACHD SECTION 8200). SAND ODEVELOPMENT 16 WINDOW TO BE 1OSF. 18 INSTALL 3"17 ACHD SUPPLEMENTAL DRAWING ROLLED B ISPWC PER D DRAWING SDERSE PLAN 702R. SEESECTIONDETAIILSHEET C3.4. TRANSITION FROM 3" REVERSE PLAN ROLLED CURB PER ISPWC AND ACHD 1 8 SUPPLEMENTAL DRAWING SD-702R TO 3" ROLLED CURB AND GUTTER PER cJ � QUARTER HORSE-TRAQUAIR PROFILE ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-702 THROUGH RADIUS. 3+69 3+00 2+00 1+00 0+00 19 RELOCATE OVER-HEAD POWER. COORDINATE WITH IDAHO POWER. Lj__ VERTICAL SCALE 20 INSTALL NO PARKING, FIRE LANE SIGN PER 2018 IFC SECTION D103.6 TYPE "D". I 0 0 3' 6' W QUARTER HORSE-TRAQUAIR PROFILE G9�� SCALE 1" = 3' STANDARD STREET NOTES: 5+76 5+00 4+00 3+69 Ff' 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD CD 2560 2560 2560 s 2560 SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. = Z VERTICAL SCALE T l s9s`r�. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 9 xx 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES �x PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID L L 0 3' 6' O�O��p EXISTING GROUND INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS o o NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' r�o 00 ou') SCALE 1" N i M "'m n [_Lo 0+04.71 0+N 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR Q ,Ln CD _ �n � o c�� +N o N GB 2554.34 m FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED +c" o �� ±N m m c' WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY r O „�. N M +N 00� N N m c' NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC +� N O O O a0 2555 2555 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2555 N �N r-N r-N 2555 3+68.88 - - - - - - - - - - - - - - N 3+68.88 -0.40% 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION o CD FINISHED GROUND +� + + ' GB 2553..01 _ - - - m m N GB 2553.01 _ - 0.40% FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. m m - - - - -0.77% -0.50% Y -1.06% 0.40% �ppy° -0.43% 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. Q W _ - - N s _ FINISHED GROUND 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS z LLJ - - _ -0.40% -0.40% (n (n OTHERWISE CALLED OUT. - EXISTING GROUND - - - - - - - - - N N 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS W cn M ci, o 62.8 LF 12" D @ 0.23% OTHERWISE CALLED OUT. 2 M o � 2550 - 2550 2550 2550 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH Z w oo L 114.3 LF 12 W W o N c" ``' W W ACHD AND OBTAIN A No-CHARGE RIGHT-OF-WAY PERMIT. J N = � CD Lj0 N N 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. Z U.) w z m (n oM o W < U O M CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF CD REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. roe m o m m o 48"0 SDMH 2 T48"O SDMH 1 z Y 3+35.23 1.0' L 2+69.15 0.7' L 3: v w RIM 2553.3f RIM 2553.1 t = Q 48"0 SDMH 3 2545 12" IN 2549.80-E . 12" IN 2549.95-S .. .. 2545 2545 . . . . . . . . . . . . . . . . . . . . . . . . . . . .4+52.80 0.8' L . . . . . . . . . . . . . . 2545 12" OUT 2549.80-N 12" IN 2549.95-N RIM 2552.2f SUMP 2547.80 12" OUT 2549.95-W 12" IN 2548.95-S SUMP 2547.95 5S\O NA L FNC 12" IN 2548.95-W NOTES <� NOTES 12" OUT 2548.95-E 1.) ALL STORM DRAIN MANHOLES SHOWN T AP P ROV SUMP 2546.95 a 1.) ALL STORM DRAIN MANHOLES SHOWN SHALL BE PER I.S.P.W.C. AND ACHD SHALL BE PER I.S.P.W.C. AND ACHD SUPPLEMENTAL DRAWINGS SD-611. 03/01/24 SUPPLEMENTAL DRAWINGS SD-611. F �'ONSTF� �. N 2.) ALL STORM DRAIN PIPE SHALL BE c`S� 2.) ALL STORM DRAIN PIPE SHALL BE SDR-35 UNLESS OTHERWISE CALLED OUT. OF�OP� SDR-35 UNLESS OTHERWISE CALLED OUT. 2540 2540 2540 2540 3+69 3+00 2+00 1 +00 0+00 5+76 5+00 4+00 3+69 SHEET C3 . 2