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HomeMy WebLinkAboutCC - C50 Grades and Drainage Plan GENERAL NOTES A. FOR Ea GENERAL NOTES SEE WI- -�__--------- - ------- - B. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. �✓� �yoOd� cNn --'---___ ------__ C. ALL SURFACE REPAIR PER ISPWC SD-301, SD-303, AND SD-806. Z o D. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY _ - ---_ THE ARCH IT C N INEER. --'-----___--` _____- --- ��� EPA EP _ E. E OF ANY SIDEWALK OR RAMP SHALL BE 2%E�-' - ---------__ P --_ THE MAXIMUM CROSS SLOP °. EP ---------_-- _� --------- -- --EPA -------- --------------------��_ - EP EP d _ `-_------__ __ -__-_________- _y ��\ ,�' ��- .- -- ------- _ _ ' I EP \J -_- ------ -�___,��- F. UNLESS ELEVATIONS AND/OR CONTOURS ARE OTHERWISE SHOWN,NEW ASPHALT ' .IRR ' IRR -' -------- -- -- �. - - -- -- -- -- -- - - -- _ _ _ ---' MUST BE PLACED TO ALLOW FOR POSITIVE DRAINAGE TO CURB, UTTER, AND I \� © L_ ` - __�� - �-- -�`-- OTHER RUNOFF COLLECTION DEVICES. NEW ASPHALT SLOPE TO BE MIN. 1.5% \ RR \ IRR IR IRR 'I , I _ IRR_'r___ --------IRR IRR IRR ° / r y �-' 16 GR �- J _, ,__ / AN MAX. %, UNLESS OTHERWISE INDICATED OR DIRECTED BY THE \ --------- ---------------------- _ ARCH IT C N INEER 1 I I \ -------------------- - ---- -- ------------- ---- -----------�\ I / ----- - ---s`' -----�----- -------------- G. WATER VALVES BLOW-OFFS CLEANOUTS AND MANHOLES SHALL BE PLACED SO Z w o } W I 5 16.40 16.6 GRND \ 1'7,2 .'.'.'.'.'.'.' 17.3f �_/ - w o w m 16.90 16.;65 GR -��- 16.90 16.65 GRND' 16.85 \ 16.85 I AS TO NOT CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED w o =z / ti v h 1 GRND 16.39 GRND LL \ / . `, 16.90 , \\ I IMPROVEMENTS. M w W o o ti ti o 16 73 11 10 Jr------------------� \ W a o W w o W I ---------------- ------ \\ . . . . .' ' ' ' ' ' ' ' ' ' H. THE EXISTING SITE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE �°a� o N M cna o~U--o \ . . . v aw=zz'w�w \ CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. M o o� o . : . . : : . . : : .. .. ..0 .'.'1i \ I co z x o x o r 0 ozwoaa Il . . . . . I I. REFER TO PINE 43 INFRASTRUCTURE IMPROVEMENT DESIGN DRAWINGS BY JUB / 1 FOR PROJECT BENCHMARK. . .. . . . . . . . . . . . . . . . o I X o o v;/ 1 15:80 n I I 1 . . . 1.rJ',70.'.'.'.'. . .tl � . . . . . . .� . . . . W w�xw�zo-w /' ' ' G ADD 2600 TO SPOT ELEVATION FOR TRUE ELEVATION a¢w ¢o w \ I I 1 1.5'70.. . . . . . . . . . . p \ P4 a- td L ¢ \ cn I . . . . . . .4. . . . . . . . . . . . I .. \ . . . . . . . . . I EACH � M cnzwLL}o�- \ cn I FF=17.00 I. . . . . . . . . . . 5. . . . . . . . \ . . . . . . . . . w oo�o-~�nLL I 1 - . . . . . . . . . . I \ I „ v z ��a \ 16.9 .1-562 3 . . . . . . . / �\\ \ . . . . . . . . . . . H. POLYETHYLENE (PE) PIPE USED FOR STORM DRAINAGE SHALL BE 12 HIGH w ¢z z¢w Z =a /, \ I DENSITY (HANCOR HI-Q OR ADS N-12) UNLESS OTHERWISE NOTED. U, o �? cp ".'.'.'.'.'.'.'.'.'. . . .-.--.---. .-.-I . . .". . . . . . . . o / / \ \ . . . . . . . . . . . . . . . . . ./. . . . . � .11 ( . . . . . . . . . . . . . . . Q o Haim}Qzr-=o = w zaoaZoow� 15.:5.1.'.'.'.'.'.'.' 1.5•.51•.'.'.'. I / . . . . . . . . . .'ll ��__' q'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'. I F O g N < =x z F a . . . . . ..'.'.'.'.'.'u, . . . . . . . . .II \ 1 w W w w o> z W o o �. . . . . . . . . . . . .II o - w10w-a>-o00 ,� 8 1:6:04.':':' �. .'.':':'. . : .II �\ .2 I w o o = _ ` oq I.'. . . . . . . . . :. . . . . . .'I'. . . . . .p . '.'.'. . . . . . .'.•.•. 16 0 ti � � o,� ti ,� .'.I'.'.:.:.:. . . . . . . .'.II � . . . . . . . . . . . . . . � ca m a =w x �z o x w •" ror�oaaao 16-Q7 : . . . .' .-� JI . .'.'.'.'. . . . . . . . . . II LEGEND■ N 00 E 90 r.'.'.'.'.'.'. . .'.':'. . . . . . .'r. . . . . . . . . . .' '.'.'o9 I O w o L o . . . I. . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . .II I. . .* . . . . . . . . . z \ co . :.1 U..:6'. .': I . . . .�.\ . . . .1. . cu . . . . . . . . . .16�.10. . . -- r.' '.`�' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.r.. . . . . . . . . . . ..'.II :. . . . . .�. . . . . . . . r� h6:1.1. .'.:.:.'. . .:.'. .'.'.'.'.' .:.:.'.'.'.:.:.'. .'. . . . .'.:.:.'.'.:.:. cr 6 16.36 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �I ►. . . . . . .�'.'.'.'.'.'.". \ \ 1. 11 1.'.'.'.'.'.'. .. . . . . . . .'.'.' '.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' '.'.'. :'°1•6'.00'.'.'. .'� ' .----. . . . . . . . . . . . . . . .1.2. . . .p \. ._ . . $ 1. . . . . . . . . . . . . . . . . . . . . .�.' . . .. . . . . . . . . . . . . . . . . . . . .. .'.'.' '. . . . . . . . . . . . . . . . . . . . . . . ... . ..... . ."I ',� -. .-'. . / ASPHALT PAVEMENT SECTION: 2.5" AC ON 4" AB ON 13" SUBBASE. Lu 00 .5.99. . . . . . . . . . . .'.. . . .,. .4 . . . . . . . . . . . . .1.6_.1.0 a. . . 6:09. . . . . . . II/ , �. . . . . . . .'.'.'.'.".". / Q o 1.6.1.0. . . . . . . . . . . . . . . i. . . . �c>',_.-T; . . . . . .'. . . . . . .'. . . .'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . I 1".'.'.'.'.'.'.'.'.'.'.' RE: GEOTECHNICAL REPORT. A O � CV \ o. . . . . . . . . . . . . . . . . . . /. . . . . . . .'.o'. . . . . . . . . .'16.25.'. .'. . .'. .'. . . ]I �. :. .\F. . . . . . . . . . . . I 1 .� 15 ------ . . . . . . . .:.:.:.:.:.:.:.:.'.!'.'ll \\ I �P �1 n O Q 1 ' } 1.6':1.0'•'.'•'•" ' ' '•'•' '•'•'•'•'•'•'•' •'•'•'•'•'•'•'•'•'•'•'• • • • • • . .' ' ' ' ' ' ' II \\_ ' �' P CONCRETE SIDEWALK PER ISPWC SD-709 UNLESS OTHERWISE o IL S _ 15:3.1.'.'.'.'.'.'.'.'/.' . '.T�.'.'.'.'.'.'.'.'.'.'.'.'. . . . w .'. . . . . . . .". CONCRE \ v ,. . . . . . . 1 �:73 16 Q0.'.'.'.'.'.'.'.'.'. .. . \ �. . . . . . . . . , c� . . . . . '.,. . . . . . t.'.'.'ll , NOTED. • Lo \ . . . . . . . . . . . . . . / -- \ 57.17 PAVEMENT CONCRETE ELEVATION UNLESS OTHERWISE NOTED M" co � --'- --------------- i � •. '.1.5:9.6�.'. . 16.30 . �. . --- - . ".�I. . .. .. ..�.. T.. ..�. . .-. -__--_ � 16.75 . t 49 . ..:0..0 � - -- 16.94� . ._ - o -- -- __- -. .�... . . . y CNID , 1480 . . . . . . . 6 . . . . . . ." "� � . . . . . . . . . .g . . . . . . . . . . . . . . . . . . 3. . . . . . . - �. - . , 1710 . .. . . . 1 00 . . . . . . . . . . . . . . .!. . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - �. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t. . . . . . . . . . . .I . . . . . . . . . . . . . ..77__. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . I 0 17.25 �.. . . . . . . . . . . . . . . . . . i O . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . f . . . . . . . . . . . . . . . . . . . . . 8I . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r. . . . . . . . . . . . . . 15.37. 15. . . . � ".18. . . . . . . . . . . . .�. . . . . . . . . . . . . .� _ . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . SHEET NOTES: . . . .. . . . . . . . . . . . . . . . . . . . .II . _ . 62-- - � 6 1 1.95 o , \ 15 66 16.25 ® . .'.'. . 1 0. . . . . ..'. .'.'.'.'. . . .. . . . 6 08. . .'.'.' ' ® ' '.'.' . .1.6'.1.3'.'.'.'. . .'. .'. . .'. . .1 37• . "1'"'•1'6.44 1. 6" REVERSE PAN VERTICAL CURB PER THE ACHD SUPPLEMENT TO THE ISPWC 15.73. . . . . . 13 . . . . . . . . . . . . . . . . . .'.1.5"5'1 . . .. . . k'3 \. . . . . . . r .'.'.'. . . . . . . . . .'. .'. . .' '. . . .' '. . .'.'." 13 1. . . ,. .. . . . . . . . . . . . . . . . . . . . . i.15.36. . . . . L . . . . . . . . . . . . -- 1.. . . . . .. SD-701 R. •1'5 4 15•Q7�. . . . . . . . . . . . . . . . .} .53. . . . . . . . . . . . . .15 84. . . \ - S . . . . . . . . . . . . . . . . . 16:35•. . . ................. ... . . . . ... " . . . . . . . . . . . . . . . . . . " " . . . . . . . . . . . . . . . . . . __ _ �. .�I . . . . . . . . 2. AL CURB AND GUTTER PER THE ACHD SUPPLEMENT TO THE ISPWC SID \ ,,. . . . . /. . . . . . . . . . . . . . . . . . . r -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . d . . . . . . . . . . . . . . . . . . . . .2:. :.:.:. }3. .:.:.:.:.:.:.:.:.: :.:.:.:.'.'.' : ' .'.:_.__.�: I }.5:48:.:. . . . 13. i.. . . .1. . . . . \ 1. . . . . . .. . . . . / }.5.5 -. . .15.5 . . . I 1' '. .'.'. .'. . .'. .'. . .'.'. . . .' '. . . .' '. . .' . . . . . . . . . . . . . I 3. TRANSITION CURB AND GUTTER OVER 2'. ='ram' '� .'. .'. .'. . . _ . . . . . I 5.' . . . . .' '.'5.' '. . . L . . . . . . . . . . 5'. .'. . .'.'.'. . .' '. . . 5 . .' . I . . . . . . . . . . . . . . . . . . . .' 1 .6./. . . . . . . . . . . . . . ..'.'.'.'.'.'.1.5',45'. .' '.'.'. '.'.'.'.'1.5.45. . . . . . . . . . . . . . . .1'5:6 ' ' 15:69 . a 5•.82• I.'.' 1.6..08.'. .'. .'. . . . . . . . . . . . . . . , . . \� . . " I 15.78 " " I 1fi:45 4. 4 WIDE STRIPING W TWO COATS TRAFFIC RATED WHITE PAINT PER MUTCD 15:75. ./. . . . . . . . . . . . . . 1G.0'6. . .'. .'.'.:.'. . . . . . .. . .'.'. 5.'. .'.'. . / s �. . . . . . . . . . . . . .4'. . . . . . . . . . . . . . . .1.5".60. . . . . . . . . . . . . . . . . . . . . . . . .i. . .15:83. . . . . . . 5.9.7. . . I. . . . . . . . . . . . e . . . . . . . . . . . . . . . . . I 5 . . . . . . . . . . . . . . . . . . . . .4 . . . . . . . . . . .2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16,17. . . . . . . . . . . . . . ;. .,. .,.,l,6.48. . . . . . . I STANDARDS, TYPICAL. .4 / .Ir=;T-11 . . . . . . . . . . .^L 4 �T I � y J ®LI�II. .I.M. .. !. .. I .Ilygll�ll. .. i�� � I I 1�11 Jl \d L_]1 JI 16.40 .16-3.1. . . . . .sp. . . . . . . . �. . . . . . . . . . . . . . . . . . . ? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'� .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __---. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I \ . �, , - i = =_ . . . . . .-__ _- _ '_ ' _- __ . - _ 6. BICYCLE RACK RE: C50-2. . . . . . . . . . 16.3 6.2 �/ 16.1 6.4 i 1 80 17.001 7. PAINTED ACCESSIBILITY SYMBOL, RE: C50-3. 8. ACCESSIBILITY SIGN, RE: C50-4. A all- I � � 9. 6" THICK TRASH ENCLOSURE PAD 4000 PSI CONCRETE REINFORCED WITH ~ WELDED WIRE FABRIC ON 4" AB. SEE ARCHITECTURAL FOR ENCLOSURE WALLS AND FOOTINGS. PROVIDE ONE CONTROL JOINT IN EACH DIRECTION CENTERED �I ON THE PAD. I I 10. PEDESTRIAN RAMP SIMILAR TO ISPWC SD-712A WITH TRUNCATED DOMES PER FUTU -, -_----- \ \ FUTURE _-; I ISPWC SD-712. M 11. PEDESTRIAN RAMP SIMILAR TO ISPWC SD-712C WITH TRUNCATED DOMES PER PAD H r PAD G I ISPWC SD-712. 12. 6" EXTRUDED CURB, TO BE REMOVED WHEN ADJACENT AREA IS DEVELOPED. 11 �_ 13. 12" CONCRETE DRAINAGE CHANNEL. GRADING AND DRAINAGE PLAN NORTH SCALE: 1" = 30' 0 15 30 60 90 120 1'-0"x1'-6"x.080 ALUMINUM ACCESSIBLE PARKING SIGN, V SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SCALE IN FEET 4" WIDE STRIPING, SYMBOL AND "VAN ACCESSIBLE" WHERE APPLICABLE, BOLT PROJECT DATE HYDRAULIC STEEL BENDING WITH A BRANDIR AAA RIBBON RACK MODEL "RB PAINT 2 COATS A A TO STEEL TUBE WITH Y' CADMIUM PLATED BOLTS, NUTS, MANDRIL, USED TO INSURE SMOOTH 07" ASTM A53 SCHEDULE 40 HOT DIPPED O --co �: AND WASHERS 20019.0 04-14-20 CURVES ON THE RACK GALVANIZED STEEL PIPE (2.375" ODxO.154 WALL) OR SIMILAR DRAWN CHECKED RESERVO--------- -------------------- JTW JTW PMgNG INGROUND 1 ANCHOR POST ANCHOR MOUNT SIGN POST. 2%2" PERFORATED REVISED OF STALL SQUARE TUBING 12" GAUGE 2'-6" 1'-6" 1'-6" 2'-6" (0.105" WALL THICKNESS) 2%s" � BACKGROUND PAINT ° 2.416 LB/FT WEIGHT (2) COATS BLUE 45. +I 1Y" N N Z M o %8'x3" HEX HEAD BOLT TOP OF 4" o W/LOCKNUT @ 2 FLAT WASHERS Lo SHEET TITLE SIDEWALK `-4 ° PAINT STRIPING 3» o 0 o CLASS 3000 PSI CONCRETE GRADING AND WHERE OCCURS- --., 2" o 0 0 0 0 DRAINAGE In p o #3 REBAR FOR 2" n ° ANCHOR POST 2Y'x2Y" SQUARE PLAN ANCHORS (2 _1 TUBING (%s" WALL THICKNESS), REQUIRED) LEVEL N NO PERFORATIONS 5.59 LB/FT SHEET 3" WIDE PAINTED STRIPES WEIGHT CONCRETE FOOTINGS PAINT (2) COATS WHITE 1'- " 7 2 BEADED REFLECTIVE RAID NOTE: ACCESSIBLE PARKING SIGN TO 8N PAINT ALIGN WITH END CONFORM TO CURRENT STATE, LOCAL OF STALL STRIPING SECTION A-A CODES AND REGULATIONS. C50 BIKE RACK PAINTED ACCESSIBILITY SYMBOL ACCESSIBILITY SIGN ORIGINAL SHEET SIZE SCALE: NOT TO SCALE 24" x 36" 2SCALE: NOT TO SCALE 3SCALE: NOT TO SCALE