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<br /> �* \ SANITARY SEWER- STRUCTURE LABEL 1 O1
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<br /> RIMa9Ha II - II : 111 i IR' GRADING NOTE SIGN -'- -.-
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<br /> 8"INV.N=493.62 Y/
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<br /> 15•INV.S 493.15 I{I� SPOT ELEVATION
<br /> �Ii��L�l . ill A. REFER TO SHEET C-1 FOR DEMOLITION. UL'>r-tlk..4
<br /> ti'E6:ai1 J )-jI 6' 1 1� B. REFER TO SHEET C-2 FOR DIMENSIONS AND IDENTIFICATION OF W Mill:11
<br /> SDNH 3 „ l Ij Y PROPOSED IMPROVEMENTS. STORM SEWER-CLEANOUT • • ay
<br /> RIM=499.10 00WC S1. 1 I : II/ C. ALL DIMENSIONS ARE TO GROUND LEVEL IMPROVEMENTS(FACE OF CURB. CONCRETE SLAB. ETC.) UNLESS NOTED OTHERWISE. © ® Ali
<br /> I.x-30 14YF7 1 I� STORM SEWER- CURB INLET
<br /> en LTER UNR „ y '. MH § 1 V D. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF SIDEWALKS, PRECISE BUILDING B:
<br /> PoM=499.40 - { II DIMENSIONS AND EXACT BUILDING UTLTY ENTRANCE LOCATIONS. STORM SEWER- DOUBLE CURB INLET Y'ILYI ® O lie!
<br /> M 698 86
<br /> { -1 Y[.1C11 a-1 ', ��a; I/'/,' E. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT(GEOTECHNICAL ENGINEERING INVESTIGATION BY KRAZAN AND STORM SEWER-FLARED END SECTION �ila
<br /> IX.RIM=499.2 I J�. �I + II✓
<br /> Ex.TOP 18•CMP RISER=495.3 iI I•IWN4 .... ASSOCIATES, INC., DATED AUGUST 24, 2012) AND SHALL THOROUGHLY FAMILIARIZE HIM/HERSELF WITH THE CONTENT THEREOF.ALL
<br /> `G7!-�'.. `�•_ - 1 /1//1l/Ze //LL/LL/LL/1/ . SITE WORK SHALL BE PREFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. STORM SEWER-GRATE INLET
<br /> /5•INV.N W 491.66 4iS'I;&tl T 1 [�Y�1:1:1 ea
<br /> ,l ,�W iJJ1:.Z#k1L>Fa ��ti' F. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. STORM SEWER-DOUBLE GRATE INLET r I 1, I I I 0 o N o _
<br /> IX.CAT CMP W=491.55 II r sUCO G. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE ® rn IN U J
<br /> IX. . GATE VALVE=491.55 I 'y _� �. * \ ( -- --$`- EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL STORM SEWER-MANHOLE II U) , Q
<br /> EX BOTTOM E118"CMP MRISER=48645` - lit 0 -.1:: *1 u1.1T141 Y ll69r4!•1I I �- \ 6
<br /> sOM T1 J IO,a 1�.31fA -
<br /> 1 ■
<br /> REQUIREMENTS. STORM SEWER- YARD DRAIN
<br /> lo�r.7a::ncisa ((( o
<br /> ... - WM-99.7o �_ J`,.!..,?..1,,s Y14404 1 H. REQ REDJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS MAY BE U
<br /> �- -. �_ ._o �, _ _��'1.:Ya.1 _^,.,- "'�"l / REQUIRED. STORM SEWER- STORM LINE ST =-------- �'7�1 � � m
<br /> YE UW .-- .--'--- �.� - J I. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. a
<br /> Y L'I4h:1W9L5IFi ._< 1.AIMPILF'. L.
<br /> r •17
<br /> 1\- J. PERIODIC STREET CLEANING SHALL BE PROVIDED TO REMOVE ANY SEDIMENT THAT MAY HAVE BEEN TRACKED OUT. STORM SEWER- STRUCTURE LABEL I _, O1 m
<br /> ) 1'U#1i[92at 3 W141[M.u[Fa 4•>E"-L'a••1 SEDIMENT SHOULD BE REMOVED BY SHOVELING OR SWEEPING AND CAREFULLY REMOVED TO A SUITABLE DISPOSAL AREA
<br /> 1'T411ZCkIFi•F9 IP3 1'I48j'•Y1C•F9 LI#I•JF1FA14a WHERE IT WILL NOT BE RE-ERODED. ADDITIONAL STREET CLEANING MAY BE REQUIRED AS DIRECTED BY THE CITY PUBLIC '.- d ai B
<br /> 1 r�� - _ _ _ _ _ _ WORKS INSPECTOR. SPECIAL CARE SHOULD BE TAKEN TO REDUCE SEDIMENTS FROM ENTERING STORM DRAINS CONNECTED TO TELEPHONE- BOX -. N AT Cl
<br /> y-? � N89'13.41�W 124.72 SALMON STREAMS.THE USE OF VACUUM SWEEPERS IS ENCOURAGED. TELEPHONE- TELEPHONE LINE -T-T-i-r-T- --FOe:T-Foal p p 0
<br /> D 1 I_ K. CONTRACTOR SHALL CONDUCT ROUTINE INSPECTION AND MAINTENANCE OF ALL INSTALLED EROSION AND SEDIMENT CONTROL
<br /> 4 _ I I BMPS AND AFTER ALL STORMS. -
<br /> L. CONTRACTOR SHALL TAKE IMMEDIATE AND APPROPRIATE MEASURES TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED TREE-GENERAL )�J'�"�)J A g.1. 8`a g Efg A
<br /> I' ABBREVIATIONS BMPS FAIL. ✓" "" - g �
<br /> DESIGN AND DEVELOPMENT CONTACTS' M. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 `• `s $=--t
<br /> BMP LEGEND WATER - FIRE HYDRANT ,©, ,la Iz€ c o e $d m
<br /> e BC BOTTOM OF CURB THROUGH APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. gt c`m•�t'�
<br /> IE SYMBOL DESCRIPTION DEVELOPER PANERA, LLC BR BOTTOM OF RAMP N. SOIL PILES SHOULD BE COVERED UNTIL THE SOIL IS EITHER USED OR REMOVED. PILES SHOULD BE SITUATED SO THAT SEDIMENT WATER - METER 8 ® o-•3.w€5 10°.a v
<br /> 3630 SOUTH GEYER ROAD, SURE 100 EC EDGE OF CONCRETE DOES NOT ERODE INTO THE STREET,ADJOINING YARDS AND DOES NOT ENTER SURFACE WATER. -w w w- -M-11-M- Sg.`4,6 o m E_ `
<br /> O • •� CATCH BASIN INLET SEDIMENTATION TRAP, ST. LOUIS, MO 63127 Ex EXISTING 0. EXCESS SOIL SHOULD BE REMOVED FROM THE SITE AS SOON AS POSSIBLE AFTER BACKFlWNG. WATER- WATER LINE cs o^ i i S•<<-E
<br /> iPl ( / CONTACT: MARK ETHERINGTON GS GROUND SHOT P. REFER TO SHEET C. FOR SOIL AMENDMENTS OF LANDSCAPED AREAS. GRADES SHOWN IN LANDSCAPED AREAS SHALL BE THE FINAL WATER- VALVE Mg Db aim°, ° $
<br /> •�•/ TYPE "A" (REFER TO SHEET C-10) (314) 984-2614 HP HIGH POINT GRADE AFTER SOIL SETTLEMENT. .I5 r:i i.A•io q�n
<br /> WATER- ENDCAP IJ s 8,- S,-1.°e.°
<br /> O p'\ CIVIL ENGINEER CORE STATES GROUP LP LOW POINT E „S m m --m
<br /> IP2 (0 INLET FABRIC FENCE FILTER 150 LAKE STREET SOUTH,SUITE 212 ME MATCH EXISTING KEYED NOTES O .', =g'o o=gy$�
<br /> a (REFER TO SHEET C-10) TC TOP OF CURB o _ v°O="
<br /> KIRKLANO, WA 98033 TP TOP OF PAVEMENT 1. LIMITS OF DISTURBANCE.
<br /> 0 INLET BLOCK AND GRAVEL FILTER• CONTACT:ALLISON HAZEN TR TOP OF RAMP 2. APPROXIMENT LIMITS OF"OVER EXCAVATION'OF 5 - 10 + FEET. EXACT LIMITS
<br /> r 1 (425) 406-7646 TIN TOP OF WALK MUST BE DETERMINED IN FIELD. SEE GEOTECHNICAL ENGINEERING INVESTIGATION
<br /> IP3 0 0 (REFER TO SHEET C-10) BY KRAZAN $ASSOCIATES, INC, DATED AUGUST 24, 2012 FOR ADDITIONAL
<br /> i L•J ARCHITECT ARCVISION, INC. INFORMATION AND DIRECTION. .,FORE 1950 CRAIG ROAD, SUITE 300 off. •E I'°°
<br /> SF -SF-SF- TEMPORARY SILT FENCE ST. LOUIS, MO 63146 o
<br /> $ (REFER TO SHEET C-10) CONTACT:JUSTIN KNEPPER GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR •`° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE
<br /> (314) 415-2400 LOCATING AND UNCOVERING EXISTING UTILt11ES IN THE \ LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES AS
<br /> VICINITY OF THE PROPOSED DRIVE THRU PRIOR TO THE @1\'4♦ SHOWN ON THESE PLANS IS BASED ON DESIGN
<br /> �.'�L0��4�1 (REFETO CONSTRUCTION ENTRANCE ROCK PAD
<br /> START OF CONSTRUCTION TO ASCERTAIN EXACT ,. DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES,
<br /> T+? MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR `®�. AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE
<br /> a CE j.;�_: �.. (REFER TO SHEET C-10) SITE FINISHED SURFACE TABLE. INCLUDING R/W WORK- 44' S. FIELD. CORE STATES, INC. DOES NOT GUARANTEE THAT
<br /> A POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. / 1.....„7,/A BUILDING (ROOF) 4,300 S.F. = 0.10 ACRES GC SHALL CONSULT WITH CONSTRUCTION MANAGER AND LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST
<br /> = -ICI rI SOIL STOCKPILE AREA PAVEMENT(PARKING LOT, SIDEWALKS, DUMPSTER PAD, ETC.) 27,889 S.F. = 0.64 ACRES ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH ay CONTACT THE APPROPRIATE UTIUTS COMPANIES AT I FOCI -�
<br /> SS =III=III-L LANDSCAPE AREAS 8 741 S.F. = 0.20 ACRES WORK. �'w>IN a ,,. 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
<br /> 8 OFIELD LOCATIONS OF UTILITIES.
<br /> 40,930 S.F = 0.94 ACRES
<br /> 3 OF 15
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