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T. .. _..... _. a 'M(�tu ...._.. -._` _.... , Xc � -� ,/ --"��--�"'''i"-. , ♦-µ� .-. ..� e='.,�y .J � \ ,e � �" , �� � .o��_. � c' .�` :i� ,''# TAKE MIR ::ry-ri+ t" ..�♦ ^�^' ,�. , .y b , �,-: __ ► sY #,.7 y -_- do •,,• ` ♦ <"C '• , 7 4< .�/,ra+i'1 - �►' r► \ ► ;#- !t ^ F:^ r lA it ?� TH _ iC l' 11' / j \ J .. - - - -- ; J4. •#L Jt/ -.. i // `� �iS. amu^ { _ _ X �• �1� �' / iiioo 66 X • \#a s '. I � �I E 96TH /i# Ti; %tti.[EI --••- ````` n i /' �'r 'AYri}i �� A:F4iAiT r.••j71?,`; f X \ i -- ( r / ` --.. _......♦ �: / - - .-._._................................................... _..'- .Y.u.- r /fir �• ! a. .. t ...- •iE---.._.- _.-... - --._ _ lis � . D >.,� .,,sRi:FA,L _ � ;.,. ♦ ;r _.._.f. ...yr_yr.� �..._...,,' x. -;- � o.` .> `G ..1 .` • ►' S' : )� •'i, ♦ �'4' .,: .y _gip -... ,.-.._- ....... ...._..... ........._ '•o' 4-� 'a"' / --u '4 a •i , �\ \ , 8. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BIA,DING, 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. TEN (10) FEET AWAY FROM THE BUILNC DING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO MiSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FiLL AREAS. UPON SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET D YARD SWAINS RIS COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX IMPORTANT THAT THESE ELEVATIONS W BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER 4 TO 6 INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS �►�' PAUL I. CRIPE, INC" Wlll NOT BE RESPONSIBLE FOR MIADEQLLATE CONSTRUCTION ( ) OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 9. TOPOGRAPHIC AND PLANIMETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. 3. STRAW HALE DAMS, SEDIMENT PETS AND SILT FENCES SWELL BE UTILIZED TO CONTROL ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CRIPE, INC. ANY DISCREPANCIES EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL. INFORMATION. SHALL REPORTED TO THE ENGINEER. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND ANY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE 'A' REQUIRES PERMIT FROM VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). LIMITS. ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM NO" DEPARTMENT OF NATURAL RESOURCES (IDNR). 5. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PiTS IN NONSTRUCTURAL FiLL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FiLL MATERIAL AND UTILITY PLAN NOTE& TO DISPOSE OF TOPSOIL. 6. BUILDING PAD AND PAVEMENT AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SLNTABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS 1. WATER LINES THROUGHOUT THE PRAIECT SW11L EINE INSTALLED WiTH AT LEAST 48 INCHES OF AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FiLL COVER TO PROVIDE PROTECTION FROM FREEZING. 7. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S 2. LOCATIONS OF EXISTING UNDERGROUND UiILrtY LOCATIONS APIL k4 tOXIMATE. 4 CbNiRACfOR REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SWILL IS TO FiELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL .r r r ., r. - _. ...�... .... . �.� rr rru nr .rxto/rui u,n uCR fr*ALArDf1A1 GRADING PLAN LEGEND UTLITY PLAN LEGEND WATER ELECTRIC coN6lAucTION PROPoSM �sTALx;" GAS / CABLE / TELEPHONE \\�\\\1 SANRARY SEWER WATER LINE W OVERHEAD ELECTRIC E PROPOSED PAVEMENT SPOT GRADE BO •0 SANITARY CLEANOUT ® WATER VALVE O ►t BURIED ELECTRIC BEC OVERHEAD CABLE TELEVISION CTV CTV = PROPOSED GROUND SPOT GRADE 799.9 SANITARY LATERAL SANITARY MANHOLE PROPOSED FiRE HYDRANT P30 � ELECTRIC MANHOLE _ %' BURIED CABLE TELEVISION BCTV BCTV , ( t MATCH EXISTING GRADE N.E. oft SANITARY LINE WATER METER O © POWER POLE ■ r GAS LINE G G � p \ PROPOSED TOP OF CURB GRADE C 800.00 SANITARY STRUCTURE NUMBER Aic GUY WIRE -' OVERHEAD TELEPHONE LINE T T T PROPOSED GUTTER GRADE G 799.50 SANITARY CASTING ELEVATION PROPOSED BLOW OFF ASSEMBLY &a TRANSFORMER BURIED TELEPHONE LINE - BTC BTC BTC - Drawn e PROPOSED TOP OF CASTING ® EASEMENT LINE PROPOSED REDUCER b CABLE RISER PEDESTAL PROPOSED 'TEE' W ELECTRIC PEDESTAL Marc PROPOSED INVERT ELEVATION ® SANITARY SEWER EASEMENT GUY POLE ,� � VALVE GAS pd Checked Bruc PROPOSED 1 Ft. CONTOUR 1 e `' SANITARY SEWER, DRAINAGE PROPOSED 45' ELBOW .`"I ELECTRIC METER ® GAS METER GM do UTILITY EASEMENT Duality Joe POSED INDEX CONTOUR MMSEWER PROPOSED 90 ELBOW rl STREET LIGHT � PROPOSED SWALE o 01'� CURB WITH SUBSURFACE DRAIN (SSD) PROPOSED 22 ELBOW syi•I STREET LIGHT DON'T HaU92: EY CAUTION Scalec 0 PROPOSED SWALE WITH SSO (SUB -SURFACE DRAIN) � CURB INLETS PROPOSED 11' ELBOW tl 1/* • H AREA LIGHT DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PI AN ARF 4`0 IiPON ABOT C = - Shea _ _ _ _ _ _ FLOOD LIGHT BLIND GROUND EVIDENCE (including, but not limited to, STORM SEWER INLETS manholes, inlets, valves, and marks made upon PROPOSED DRAINAGE FLOW ARROW (DIRECTION) the ground by others) AND ARE SPECULATII•f IN