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HomeMy WebLinkAboutC300 DEVELOPMENT PLAN - Concrete notesE 10 9 j ° d MARKET HG LLC ° / a d 'A 8 I T 1 6 1 5 1 4 11 UTILITY PLAN NOTES SANITARY SEWER NOTES II®$ COORDINATE CONNECTION TO EXISTING 6-SANITARY SEWER LATERAL. COORDINATE CONNECTION WITH MEP. PROVIDE 11 CLEANOUTS AS REQUIREOISHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED. ® BUILDING.PROPOSED SD SANITARY LATERAL CLEANOUT TYPE 1 WITHIN 3- OF PAD II ,d ©1 COORDINATE CONNECTION OF P DOMESTIC SERVICE LINE WITH d ° ° PLUMBING DRAWINGS. PROPOSED WATER VALVE w © PROPOSED WITH WATER SERVICE LINE, INFIRM SIZE METER q LIGATION WITH WATER COMPANY. CONFIRM SIZE AND LOCATION WITH M.E.P. ADJUST A$REQUIRED. ©4 CONNECT TO EXISTING IT MAIN PER CARMEL WATER REQUIREMENTS. SANITARY MANHOLE RIM=898.98 II ©5 COORDINATE CONNECTION OF 1' FIRE LINE. INv(N)=890.80 4 - - - - - INV=891.10 (Contractor to confrm - )NV(E)=890.49 _ ®POST INDICATOR VALVE. 8 F © FIRE DEPARTMENT CONNECTION. INV 0.49± STORM INLET RIM=896.5 Contractor to verifyexisting storm a elevation. 4 7 9 PP ELECTRIC NOTES: INV=891.16t INVE=89227 - Sanita INV-89391 Sanitary 12' RCP - - - - ------------------_ E1 COORDISERVICNATEANOCTION T TRANSFOUILDING RMER. COORDINATE CONNECTION FROM 1/rO - SERVICEDROPLOCATION POWER COMPANY a CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. 89] 42 TO 897.52 TC ADJUST AS REQUIRED. 897.02 GU 696.92 CUT 8W.38 TO O CONTRACTORTRANSFO I6IATEELECTRI. COORDECONN THUTITO \ 896.88 OUT APPROPRIATE TRANSFORMER LOCATION. COORDINATE WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. OWNER SHOULD 0 \ - R BE INVOLVED IN DETERMINING NEW LOCATION. INV=894.2t \ X a d - G2 Wfi 58 .56 B9&fib 69568 d E1 ° S EST dJ° ° W3 BUW DING 17 GFA = 2300 S.F. ee1. FIFE = 898.70 w LOCAL ELEV=896.80 (CLOSESTINLET 898.68 / CASTING) / POND #8 100-YR ELEV=889.25 / M.F.P.G.=891.25 M.L.A.G.=898.55 - CURB INLET _ iC=897.10 \ 11r GUT=B9SNL _ PAYWW(NE)-896.49-12' INV(N*)=B90.46-tY RCP �_ SIB < d \ \ Bad GUT \ °1 I\ a RELEASED FOR CONSTRUCTION / Subject to compliance with all regulations of State and meal Codes I91_ City Df Camel �VT�t� si DATE: 02/28/19 9 nilSHOW OEM" whim, �- '� Iowa wwle Ti `- El , [GUTI 8 7 / INV=894.2± � EX. BUILDING 16 GFA = 3000 S.F. FIFE = 897.80 GARAGE FFE=896.96 LOCAL ELEV=896.80 (CLOSEST INLET CASTING) POND #8 100-YR ELEV=889.25 M.F.P.G.=891.25 M.L.A.G.=897.80 --- 6 HORSEFERRY ROAD C1 COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE S TO CONNECTION POINTAS SHOWN. ADJUSTAS REQUIRED. PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTOR © TO PROVIDE WITH COORDINATION WITH EASE AND OWNER OC2 COORDINATE CONNECTION WITH SITE DRAWINGS. d CARMEL REQUIREMENTS 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT. 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 3. M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4. M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. BENCHMARK INFORMATION ORIGINATING BENCHMARK DEPARTMENT OF NATURAL RESOURCES STANDARD DISK STAMPED 'LEE 2 AZ' SET IN CONCRETE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE 3 2 GENERAL GRADING NOTES GENERAL UTILITY NOTES CP 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE °0 PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO M t<1 O O b MEASURES TO BE INSTALLED PRIOR TO EARTIMOVING ACTIVITIES. SMY HOULD KANDSHALL CONTACT IN OWNER WITH THE C SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE °I n 2. REFER TO THE INDIANA DEPARTM ENT OF TRANSPORTATION(INDOT) PROPOSEDIMPROVEMENTS. ITSHALLBETHERESPONSIBILITVOF > F STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ¢ CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE to ^,gym TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE PLANS. J p TH i NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY m0 ALSO BE APPLICABLE. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES O.� S LLU LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO U O m 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, [1 u m N m LJ WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY Z m i SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT OBSERVATION OF ABOVE GROUND CONDITIONS BY THE m m u ___ LESURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT ,rIa L r SO E`OIL, LE 4. AFTER STRIPPING TOPS PROOPROLL AREAS TO BE PULLED WITH A MEDIUM GUARANTEED. p G So .-+SO, WEIGHT ROLLER TO DETERMINE LOCATIONS OF MY POCKETS OF UNSUITABLE 3 m oo m a MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING ANDIOR REMOVAL 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED ANDOR LOCATE MANS, CONDUITS, SERVICE LINES, ETC. WITHIN THE BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF THE OWNERS GEOTECHNICAL TESTING REPRESENTATIVE. UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL COMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE ANDIIR PLAMING AREAS TO A MINIMUM DEPTH OF 6'. EXCESS TOPSOIL CONTRACTOR. SHALL BE REMOVED FROM THE SITE. Coe 4. THE CONTRACTOR SHALL CONTACTALL APPLICABLE UTILITIES .O 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET Al VERIFY ANY AND ALL FEES ASSOCIATED WITH THE N WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND INSTALLATION OF ALL UTILITIES. C j WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO r.l45S GEOTECHNICALREPOMANDIORC MULTWITHOWNERSGEOTECHNICAL 5. ALL CONSTRUCTION ONTHIS SITE TOBEPERFORMED IN W C TESTING REPRESENTATIVE FOR RECOMMENDATIONS. COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. W 7. BORROW SHALL ER APPROVED PPROVE SOURCES. EA TH SHAUT AREAS FILL MATERIALfi. ANV PART OF SANITARY OR STORM SEWER TRENCHES RUNNING w > e BORROW MATT R OTHAND OTHER ROV S. SUBSTANCES N BE FREE FROM UNDER OR MATE AOF PAVEMENT TO BE BAGKFILLEO WITH �/ U Q ORGANROCKS. THE FILL AND S ALDELETERIOUS BEPLACED IN LAYERS SOT TO EXCEED RAN LAR MATERIAL. G U M 0) ROCKS. FOLLOWING FILL MATERIAL SHALL BE PLACED ISLAVERSNOTTO EXCEED SIX m INCHES a s I --I C MATERIAL LWILL BE TO ACHIEVE PROPER MOISTURE COMPACTION IF FILL - ID 7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION. T U MATERIAL WILL BE SUCH A ACHIEVE SPECIFIED FUTURE BUILDINGS DENSITY. ALL N SIZE, AND ELEVATION OF EXISTING MILITIES, STRUCTURES, PIPES, ��FF�� FILLBENEATH TOAVED TLAST 95, OFTHELOOR LABS ANDAXIMUM DRY YDE DENSITY PER SHALL BE PAVEMENTS, ETC. ASS CONFLICT TOTHEIR M DISCREPANCIES TIFYSIN V Z -Np COMPACTED COMPCTIOG%OFTHALLBE RUN ON EACH LIFT. TPN FILL CONSTRUCTIENGINEER OF ON DOCUMENT PNDIOR DISCREPANGESINTHE U) So SECTIONS, S,ANDTHE REQUIRED RUN EACH LE SHIN FILL CONSTRUCTION DOCUMENTS. MEN z y ACCORDANCE WITH REQUIRED COMPACTION ON EACH LIFTSHALL BE IN I-'-' J ACCORDANCE WITH INDOT SECTION 211. 8. MAINTAIN STORMI HORIZONTAL NITARY SIS- VERTICAL EWER SYSTEM LEARANCE BETWEENSTORMLINE SERVICE. RSVSTEWER LINE 8. MAXIMUM LAWN SLOPE IS 3:1. DROXIMI YOF ATE LINE SANITARYBE WATER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE 9. THE PLANS SHOW THELOCATION ACCORDING TO NFORMASNPRO (WITHIN PJC. THE LIMITS OF CONSTRUCTION ACCORDING PREVIOUS CONSTRUCTION PROVIDED BY THE IDENC DBYOUS SERRATIONITY OF ABOVEGROUND CONDITIONS PLANS Y THE AS 9. CONVERTICAL OR TOSEPARATION TIONINSTALL MEASUTECRADLEHE EXTERIOR THE EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE VEHTICPL SEPARATION AS MEASURED FROM THEEMERIOR OF SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. THE PIPES BETWEEN SANITARY SEWERS WATER MAINS AND a STORM SEWERS ISIB`ORLESS. zo C mIII 3 10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE a e MAINS, CONDUITS, SERVICE LINES,ETC. WITHIN THE CONSTRUCTION LIMITS. 10. IF MY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING G3 z$ THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY OR_ AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH TO REPAIR ANDIOR REPLACE THE EXISTING STRUCTURE AS o'a fti o� APPLICABLE UTILITY COMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. CONTRACTOR. 3 11, WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET m� 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS 12, COMPACTED'B' BORROW BACK FILL READ. OVER ALL UTILITIES IN PAVED R AREAS. 12. COMPACTED-B- BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. p c 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST MOTOR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A 13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLLSH WITH SMOOTHFITANDCONTNUOUSGRADE. BUTTJOINTSSHALLBEPROVIDEDAT PAVEMENTAND SHALL HAVE TRAFFIC BEARING RING AND COVERS. TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14. PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, 14. MY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR INCLUDING TAP CONNECTION. WITHIN IF OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC O.S.H.A. STANDARDS FOR WORKER SAFETY. Al FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS LINES WITH LOCAL UTILITIES. ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC w OF EARTH. SERVICE, LIGHT POLE, COMMUNICATION SERVICE AND IRRIGATION SYSTEM. p 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER act INSTALLATION. MWMCTORTOTESTFORMDCORRECTMYPONDING 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION S CONDITIONS. ANVAREASTHATHOLD WATER MORE THAN 1l8'DEEP SHALL BE AND INSTALLATION OF SERVICE LINE AND METER WITH GAS OWr CM OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE COMPANY. F,81 OWNEW DEVELOPER OR ENGINEER. EF 19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM FIE 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND MUTES SHALL BE IN LINES WITH PLUMBING DRAWINGS. ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO .`AOSK!SN/NN < 19, VERTICAL CURVE, WITH A MINIMUM LENGTH OF 50'. SHALL BE USED WHERE COMESTICVFIRE LINE INSTALLATION AND STORM SEWER( J�`Jf• GIST F< 9� POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTON(SLOPE)TO ALLOW SANITARY SEWER INSTALLATION. 1p!'Q5' o FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. N 21. SANITARY SEWER LATERAL, WATER SERVICE, B WH_fD�� 20. CONTRACTOR TO INSTALL CONCRETE CRADLES EN THE VERTICAL ELECTRICAL'COMMUNICATON CONDUITS SHALL BE GRANULAR 3• G. E SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)BETWEEN SACKFUL FOR ENTIRE RUN. F' �ApAQ�• SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS IS -OR ry Np."'3J LESS. 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR R GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE Q$ ONALWVAAH 21. ALL DISTURBEDAREA SHALL BE STABILIZED INACCCRDANCETO THE STORM ELEVATIONS. P,� II/IIIIIIIIIMIHI�AA WATER POLLUTION PREVENTION PLAN AND LANDSCAPE RIM. `0 23. OWNER/CONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS Z+ FOR UTILITY SERVICES. an Ams k sxwNFxanv r e_ Iommm 24. CONTRACTOR TOSYSTEM. CONNTHE DRAIN OUTSGER INTO PORTHE FOR THIS NG AR SHORM ULD BE ER CONSULTD THE DRAINAGE FOR THIS AREA SHOULD BE CONSULTED TO VERIFY CONNECTING INTO APPROPRIATE STORM SEWER SYSTEMS PER ORIGINAL DESIGN ANDWATERSHEDS. PLAN LEGEND OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE UTILITIES CENTERLINE OF 131STSTREET �{ FIRE DEBT HOOKUP COMMUNICATIONS JUNCTION ELEVATION: 917.52 NAVD 1988 br FIRE HYDRANT © COMMUNICATIONS MANHOLE LJ POST INDICATOR VALVE © COMMUNICATIONS PEDESTAL WATER MANHOLE ® COMMUNICATIONS RISER WATER METER W TRAFFIC SIGNAL POLE ®Q WATERVALVE TRAFFIC SIGNAL - ®a GAS METER STORM CLEANOUT GAS VALVE • BEEHIVE INLET © ELECTRIC MANHOLE B CURB INLET FLOOD NOTE: • FLOOR DRAIN © ELECTRIC OUTLET THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD • ROUND T © ELECTRIC METER AREAAS ESTABLISHED BY THE FEDERAL EMERGENCY O ARE NL ET RE INLET MANAGEMENTAGENCY- NATIONAL FLOOD INSURANCE ® ELECTRICAL RISER PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD ® TRANSFORMER ® STORM MANHOLE - INSURANCE RATE MAP#18057CM05 G, DATED 11I1WO14. GUYANCHOR • DOWNSPOUT ELECTRIC JUNCTION BOX *w SANITARY SEWER CLEANOUT all GENERATOR @ SANITARY SEWER MANHOLE 9 UTLITYPOLE pt SANITARY STUB MARKER UTILITY POLE WI TRANSFORMER OTHER ORNAMENTAL LIGHT a SIGN STREETLIGHT Qw BOLLARD ABBREVIATIONS PARSING WHEEL STOP yy� P ACCESSIBLE SPACE ROW RIGHTOFWAY ESMT EASEMENT DAILLE. DRAINAGE AND UTILITY EASEMENT FEE FINISH FLOOR ELEVATION TOO TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE _ VCP VITRIFIED CLAY PIPE _ HOPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRONPIFE - SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STIR STRUCTURE CO CLEANOUT 5 1 4 1 3 LINE TYPES AN-FBAu SANITARY SEWER LATERAL SANITARY SEWER MAIN �u Eu FORCE MAIN -W-W- UNDERGROUND WATER -EIAI--EIN AERIAL ELECTRIC -E F F UNDERGROUND ELECTRIC U NI Hl OVERHEAD UTILITY I--IlI UNDERGROUND COMMUNICATIONS I� (N (A1 AERIALGOMMUNICATIONS 7 0 UNDERGROUND FIBER OPTIC ll �FWAR�EWAI AERIAL FIBER OPTIC CABLE UNDERGROUND GAS ✓�l' FIT AI STORM SEWER MN I --I Q 2 ane .ne ROOF DRAIN rr ,, V Q - - - - - - - - - - - - - - SUB SURFACE DRAIN #4'1 ••• ••• ••• FLOW LINE GUT - - - RIGHT OF WAY LINE W K w x w FENCE O U 1 GUARD HAL BOUNDARY LINE W N x W I N • ^ �ll Z i Q �'� N `w 1/ ' W E A , Q Know what's below. Call before you dig. SHEET NO. S N ,n;n Indio COIL 811 or r Indio 2-5544 C 3 0 0 SCALE: 1 •' = 10' as '"' ° '+' °"' ° w.rx. PER Ni STATE uw IC a-1-26. IT Is a NSIL THE How To EXCAVATE w TMOT LOOMING dE ONOERGRWNO PROJECTING. 0 5 10 20 `DAL06EFORREICOMENCINGWO W16.0606 I