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HomeMy WebLinkAboutC500 Grading and Draining I � LEGEND GENERAL NOTES - - PROPERTY LINE PROPOSED SPOT ELEVATION I I 100.00 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. Q - 92a EXISTING CONTOUR HP:0.0 PROPOSED HIGH POINT ELEVATION 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND 925 PROPOSED CONTOUR LP:0.0 PROPOSED LOW POINT ELEVATION FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROPOSED RIDGE LINE PROPOSED GUTTER ELEVATION I I PROPOSED SWALE G:0.00 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL T:0.00 PROPOSED TOP OF CURB ELEVATION ENGINEERING REPORT. Q PROPOSED STORM MANHOLE(SOLID CASTING) I � PROPOSED FLUSH PAVEMENT ELEVATION ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC PROPOSED STORM MANHOLE(ROUND INLET CASTING) T/G:0.0 ADDRESS: 2791 SOUTH VICTORY VIEW WAY MATCH EXISTING ELEVATION z ci I I I ME:0.0 BOISE, ID 83709 z c I I I PROPOSED STORM MANHOLE/CATCH BASIN (CURB INLET CASTING) PROPOSED EMERGENCY OVERFLOW ELEVATION PHONE: (208)376-4748 O PROPOSED STORM SEWER CLENOUT EOF:0.0 DATE: 6/15/2021 cn TW PROPOSED TOP/BOTTOM OF WALL ELEVATION PROJECT No.: GEOTECH PROJECT No.6211513g W o I I I I PROPOSED STORM SEWER :0.0 BW:0.0 Lu Q PROPOSED FRENCH DRAIN ° 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE I PROPOSED DRAINAGE DIRECTION CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION nLE mE PROPOSED DRAIN TILE OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 0.00% PROPOSED ADA SLOPE REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON.THE ENGINEER ASSUMES NO O � I I RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. EXC. 18 &- Y I I EXC. 19 0 1 - I GRADING NOTES z I I I MATCH EXISTING. - ---t-------SDCB (COVERED) I I RIM=2684.49' El PROVIDE 2%MAX CROSS SLOPE AND 5%MAX LONGITUDINAL SLOPE ALONG SIDEWALK/CROSSWALK. � 3 -�- - II II \\ L - - - - - - - - - - - - - - - - - - - - - - - - - - - I SMH �n l I - - - -I- - - cn - - - - - - - - - - - - - - - - - - - - - - - - - - gIM=2687�g' �- - - - - - - - - I I a ADA PARKING STALL AND ACCESSIBLE PATHS NOT TO EXCEED 2/o CROSS SLOPE IN ANY DIRECTION ? z (3 1 I I INV. 8' PVC - - - - - - - - - - ° cn Lu J _ _ _ _ _ _ _ _ _ W=2670.26' / -1 L I I ® 4'x4'ADA TRANSITION AREA.SLOPES NOT TO EXCEED 2%IN ANY DIRECTION. < 2 TILE - - - - - - - - - - - - E=2670.30' a Q PRIVATE DRIVE ❑ cn C L z ` � �.\ rj PEDESTRIAN RAMP PER ISPWC SD-712D WITH TACTILE WARNING SURFACE PER ACHD SD-712. � Q oo � O Q 49 LF-12"PERFORATED PVC ' ^ 0 C° _ - 50 LF-12"PERFORATED PVC ST-204 �� - I . - - - @ 0.50% - @ 0.50% 37 LF-12"PERFORATED PVC IE:2682.81 W $" PVC I I CD W CD } - - 1 ME:2685.05 - - © CONTRACTOR TO VERIFY SLOPES OF EXISTING PEDESTRIAN RAMP. IF ANY SLOPE EXCEEDS REQUIRED Z E c - Q- @ 0.50% IE:2682.81 S - - - 38 LF-12"PERFORATED PVC - - - - MAXIMUM, REPAIR OR REPLACE RAMP AS NEEDED. 0 w 2 = ME2684.89 ST-208 ME:2685.73 1 IE:2682.81 E 72 LF-12"PERFORATED PVC O Z Y @0.50% ME:2686.24 1 ME:2686.65 1 @\0% ME:2687.08 1 ME:2687.34 1 -a ME:2687.64 1 STORM DRAIN NOTES w w a I I �6�5 /C STUBS IE:2683.68 W ST-207 E I �30 LF-12"PERFORATED PVC - IE:2683.68 S IE:2683.43 W ST-205 TW:2688.33 2687 `s ...... ----- 0.50% __- I E:2683.68 E B W:2687.83 2687.04 co IE:2683.43 S IE:2682.99 W 2687.29 - r @ TW:2688.32 2686 TW:268 2 IE Yco TW:2688.32 IE:2683.43 E TW:2688.32 IE:2682.99 S 2687 ME:2687.48 1 1 FURNISH AND INSTALL INLET CATCH BASIN TYPE I PER ISPWC SD-601 OR APPROVED EQUIVALENT. NO TEE r BW:2687.40 BW:2687.61 TW:2688.27 N ~ I'mBW:2686.78 BW:2687.20 IE:2682.99 E 4 _ q INSERT. RIM AND INVERT PER PLAN. N 2686 BW:2688.23 � - /' NIL - - . • • • . - 2688 e 6 LF-6"PVC 2687 4 LF-6"PVC - c" w 0- I -\� TW-2687.95 9� @ 52.31% o"x x x o x x x x @ 80.93% O CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C6.10.SIZE PER PLAN. 0 co - - - - BW:2686.45 N 6 LF-6"PVC • • • • °\° 2 5 2687.30 5 - - - - - - - ME_2688.05 1 - _ r� co 6 LF-6"PVC gg $ 8 @ 56.21% 2 8 � 2687.11 " STUBS 29 LF-12"PERFORATED PVC @ 42.38%�1 - $ 2688.29 2687.68 _ - - - _ 2687.11 -----F RED PVC STUBS co I @ 2.38% FFE=2688.4 2� RD-203 ST-206 RD-205 4 LF-6"PVC ST-203 2687 25 - - O FURNISH AND INSTALL PVC STORM DRAIN PIPE.SIZE, LENGTH,AND SLOPE PER PLAN. c I i� 21 LF-6"PVC RD-202 IE:2686.40 N $ IE:2683.24 W IE:2686.40 N @ 86.33% IE:2682.45 W ST-210 @ 8.88% IE:2686.40 N RD-204 IE:2683.24 S J IE:2682.45 S 1 N I \ IE:2684.52 S ` Ili IE:2686.40 N IE:2683.24 E RD-206 ° 2687.66 2686.92 c" _� 2687 O FURNISH AND INSTALL 45 DEGREE WYE CONNECTION.ANGLE PER PLAN.SIZE TO MATCH ADJOINING PIPES. L I 2"k IE:2684.52 E I RD-201 INVERT PER PLAN. IE:2686.40 N GRADING ENLARGEMENT#1 w IE:2684.52 N 44 LF-18"PVC 2687 � IE:2686.40 W �I ° @ ° 2686.98 2686.85 -EXC. 1 & O 15 LF-12"PERFORATED PVC 0.50/o ST-202 rj FURNISH AND INSTALL 1000-GALLON SAND AND GREASE INTERCEPTOR PER ISPWC SD-624 OR APPROVED co r` 8 \ IINNNNNNNNNN 2686.97 IE:2682.23 N EXC. 1 EQUIVALENT. RIM AND INVERT PER PLAN. � Y @ 2.57% � 00 I 2687.79 2686.80 / �- co co I IE:2682.23 S 2687.02 / 3 z ST-211 N N +-■ =max RD-200 \ 0 75 LF-6"PVCi26�� 2686.88 IE:2682.23 W 2686.78 IE:2684.90 E 2688 23 * IE:2686.40 W 2 1.2/o 0 2687.30 ° IE:2682.23 E �� O FURNISH AND INSTALL 12"NDS CATCH BASIN OR APPROVED EQUIVALENT. RIM AND INVERT PER PLAN. m I PROPOSED BUILDING RD-207 @5.59/0 IE:2684.90 N ± 11,300 SF IE:2686.40 E ° 2687.41 15 LF-18"PVC Z I I , 1 2687.80 ° 8 FIFE: 2,688.40 1 5/° �'� O @ 0.50% cl� 1 O FURNISH AND INSTALL PERFORATED PVC STORM DRAIN PIPE.SIZE, LENGTH,AND SLOPE PER PLAN. 8 3 2 cn I I \ I 2687.15 2�l0 30 LF-6"PVC • ° 2.2% 12 LF-18"PVC �. 9 1 �' 0.51 v w h 0 I 2687.48 @ 5.06% 2687.96 T/G:2687.79 @ LP:2686.32 HP:2686.51 O FURNISH AND INSTALL 6"ROOF DRAIN CONNECTION TO BUILDING. INVERT PER PLAN. N o 2686.81 65 LF-12"PVC 2686.15 0 I N 2687.15 '� 4 1.5% 1.5/o ST-203A @ 0.50% 1 ° I I \ 2687.96 -� IE:2682.29 E �- T/G:2687.79 \ O FURNISH AND INSTALL MONITORING WELL PER ISPWC SD-627. ST-114 2688.23 0 ° �E:2682.29 N 1 HP:2688.86 Z�NST-204A 0 1 IE:2685.65 S - rn 1.5/o ST-101A 2688 IE:2682.62 W I / RD-100 FFE=2688.4 r: • 2687.08 LP:2686.32 HP:2686.52 FFE=2688.4 3 IE:2683.97 S 2687 IE:2686.40 S� �� 2686.81 � 29 LF-12"PERFORATED PVC / +' � 8 RD-102 RD-104 RD-105 RD-106 r � • LP:2686.04 I @ 0.50% + + +' IE:2686.40 S RD-103 IE:2686.40 SE_ 2687.51 2687.26 15 LF-12"PVC o\° 2686.10 IE:2686.40 S IE:2686.40 S 1 I I I N c00o I '+ ''+O'+'+'' '0'+'+1' RD-101 ���iii IE:2686.40 S @ 0.50/o 1 $ • -Iola 01 o I ST-113 N +'�,', + + ,TIDE, + +'�, I E:2686.40 S 8 8 I r7 8 8 8 o � ST-101 ° 0 * • IE:2683.89 SW ST-100 �� • + + s © s + + + » + w » w w » » w » w » w 2687.46 O I E:2683.56 W 2 n7 9 IE:2685.51 N ►� + '+/s, �� s = 33 LF-6"PVC `+ « w I»�.. w L-� 2687.40 IE:2683.89 N 1"01E:2685.51 S + + + + + w +.� » w - + + 40 LF-6"PVC @ 5.22% i Yw « '4 c IE:2683.89 E + + @ 3.11% » » » w » 33 LF-6"PVC 9 / �♦ 2686.88 ' + o�o + • + + /'o o° 33 LF-6"PVC> iI » » w » f« ° 2688.24 40 LF-6"PVC J 2686.85 1 ' ',', �1 i+++i�++i 33 LF-6"PVC 6? @ o ° I » w » + » » @ 5.50/o cb 1 5 2686.98 2687.02 cn 25 LF-12"PERFORATED PVC I + + +�.i+i / @ 4.36% 4.64/o 00 »» » w �«I«�+w « ., » I �cO� 2687.66 @ 5.48% 2686.88 06 0.50% '''+'''' ' ''' '' ' +r� 26 66. 88 2686.78 N @ ° 2688 ««�»» w» » E:26 4.48 W N °kt=j CC) 1 � 60LF-18"PVC I +'•�+'+ s + + . + i » w » « @ 0.48/0 2686.97 33 LF-6"PVC » IE:2684.48 N 1 - T - --- +'» »'.» "„" ,. @ 5.90% „" IE:2684.48 E '0 2687.22 LP:2686.72 E Q EXC. 1 &-y_ - 2687.36 w ti 2687.64 LP:2686.93 2687.30 l _ 2687.71 2687.74 M M « « «/» w » » » 2687.73 00 m EXC. 191"0 I / I - - - - a O � " I/ 2687 - - - - - - - - - - - - - 2 LF-12"HDPE 2686 6 2687.09 - - @ 0.50% 2"� ST-103 ST-102 2»� 6b`6 3"0 3»0 M `�' ° ST-107 - IE:2684.42 W IE:2684.18 W N 0 I 43 LF-12"HDPE ST-110 ST-109 - - - - - - O x 0.50/o IE:2685.15 W IE:2684.98 W IE:2684.70 W IE:2684.42 E 50 LF-18"PVC IE:2684.18 NW - - - N- - - - _ - _ - - _ _ _ N I @ 4.89 W IE:2684.70 N 2 Ix IE:2685.15 N IE:2684.98 N IE:2684.89 W 11 LF-012"PERFORATED PVC @ 0.50% IE:2684.18 NE - - - - IE:2685.15 E. IE:2684.98 E�� IE:2684.70 E @ 0.50% 4"0 - IE:2684.89 N� 3"q, 2"0 Lu � - - - - - ST-105 - - - - ���- !-- �x 3"� IE:2684.89 E 19 LF-12"PERFORATED PVC��� �� v I 34 LF-12"PERFORATED PVC 19 LF-12"PERFORATED PVC 17 LF-12"PERFORATED PVC IE:2684.58 W @ 0.50% Y. �x' @ 0.50% @ 0.50% 0.50% IE:2684.58 E -BLUE PVC STUBS E cu I @ 7 LF-12"PERFORATED PVC `-BLUE PVC STUBS I I BLUE PVC STUBS HILLS CENTURY 39 LF-12"PERFORATED PVC ST-106J @ 0.50% MONSOON a NORTI @ 0.50% IE:2684.61 W Q Q I NO 1 EASLMtiv i IE:2684.61 N Z ENTRY N0. 57018 IE:2684.61 E � I Z U) i OC Q CD J ° �� O < O Ur T J Q o 0J0LL- Q 2687.79 ci 0 m N O Z y >- O _� TRY 0 5701 0 JO1� N F J � CU m0 N J � Q - mom ( o I� C� � � OZ O i <LL- � � QO � JOLL6 JOzm Lo D) O Z J m O 0 0 L� N CD z r� N w U) C) U 2 1.2% 2687.30 f q > m m r� CD `Y >- Z U (�f Q O O Z J Cfl 0 O z RD-207 � CO J Ln Z � Z m ft� z Q O NO J J m Z 0O � m m � 0 0 y N 0 � � m OOOL� I� � °0 � m (_OJ � Z � � JJm _ cn IE:2686.40 E � w W 0 2687.79 2687.41 COO (, � J � Z � 00 - O OQ � � � Nw � JO ° - � (n CflwNZ (� c00 O = Z LL(n r� 0 Nw ND `S � Z=) j (_p0 U O � Jm Nw rr) p � = j Q 2688.40 T:2688.29 2687.50 H- J J O r� 0 r� m Z O = m � O (� Q � :'. 3 JO r� ZNw (n J _ - Z U '' G:2687.79 - Z CO O O J 1- 2687.96 I ) = O = cry • T/G:2687.79 2687.50 O m U) 0 � - o - �I z 0 p Z 1.5% m 0 LL co 1.5% 0 70 U 2687.96 \ O W (6 � T/G:2687.79 / m �' 2687.50 U I 0 w a � °� 1.5% 2688.40 • T:2688.29 � d O -o G:2687.79 3 O w I- a RD-106 I • 2687.79 z > IE:2686.40 SE - I Z ° 2687.51 GRAPHIC SCALE IN FEET (n 0 10 20 40 W 8 2688.40 10l° a- � NORTH 7 O D • CAUTION: NOTICE TO CONTRACTOR z Q a� CON 811 > 0 2687.46 Before You W Dig! THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, W J E MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE 0 ui CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO � GRADING ENLARGEMENT �� REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO �/ SHEET NUMBER RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ^ C500 L.L