Loading...
HomeMy WebLinkAboutC300 DEVELOPMENT PLAN10 9 Iw 7 6 5 4 3 2 h \ � X A10 xo X. \ \ \ \ \\\�w \ \ Th^ \ \ \1 \� \ \ \ \ \ \ me? \ 1 7a a1T 897.24 1 0� \\ \ 1p \ Son. all \ RimBev. - 896.84 \ \ u NW B•PVC - 886.62 \ \ \ Et E' g S. B'PVC - 886.6/TC 897M \ \ ¢ GUT 897.09 \ \ e M 897.50 \ \ Xe° a' � GUT 89700 \� N00'OS'0 'W 2M94 'P MO SHOPPES LLC II IN #2018007624 Tc as7,3< JGUT 896 I li� � III II III 16 I II o I° 1L�P x II ce ce I ED COT o I � I I I II III BLOCK S000081091IE 23 I 11�11 A I i I xe� III � I I I I I II I III San. MH Rbn EIeY. - 896.42 All 8'PVC - 888.23 a� I Ib 87W: - 8B6.f6 I I I I I I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City yor Carload �UT�I\0>�1aA�L DATE: \ 04/17/19 m At, o \ L e a \ \ XO \ \ I \ �Ae E JET AI O f aI d 0 On °IINV = 886.81 'w CORE DRILL AND I d CONNECT TO EXISTING MANHOLE Mo C 201800; LLC �o 7624 4 TOC=89].6± q p/ INV-887.Ot �o d I,�-,,II'A-LATOOC--8977.77±± NI pT6�2 9'51 51 E BUILDING p 9 0 GFA= 1530 S.F. 89789 xd FEE = 89].87 I LOCAL ELEV=896.87 (CLOSEST INLET CASTING) AT 7 POND #8100-YR ELEV=889.25 w1 NI M.F.P.G. - 891.25„a"a M L A.G. = 89768.68 I PMG GROUP, INC. / INST. 12018004600 SW51'5I "W 85.50' / xe 0 \ BUILDING 9 / 897.84 � BLOCK 0 11 Ik VILIAGE 9 LLC e_ �� BBo INST. �201700021987 yg V' 01 n. I yI- III A� I IN I DO<- - o - -I RIZ S89051'51"W 18.50' DO I I� O I I 8 CEDAR KNOLL REAL ESTATE INVESTMENTS, LLC INST. #2010071301 12730 MEETINGHOUSE ROAD JACK & EL1141ETH MILLER INST. J200100081667 12720 MEETINGHOUSE ROAD CARMEL, IN 46032 7 d X# I BOAT h A�e UTILITY PLAN NOTES 0 M1 9l' 0 SANITARY SEWER NOTES ey,°' _/ ®5 COORDINATE CONNECTION TO EXISTING 6' SANITARY SEWER / MANHOLE. COORDINATE CONNECTION WITH M E P.PROVIDE e CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH ME P. ADJUSTAS 3 9 e �0, 0 M1 ASPHALT REQUIRED. WZ6X I PROPOSED SANITARY LATERAL CLEANOUT TYPE I WITHIN 3'OF BUILDING. \\ GRA 5 III WATER SERVICE NOTES: 1 COORDINATE CONNECTION OF 1"DOMESTIC SERVICE LINE WITH .C�� ©PLUMBING DRAWINGS. XeOAA xA ® PROPOSED WATER VALVE e a © PROPOSED .'DOMESTIC SERVICE LINE COORDINATE METER d Aee LOCATION WITH WATER COMPANY. d 0 w� 0 4 Q CONNECT TO EXISTING MAIN PER UNKNOWMELN WATTIME OF SURVEMENTS. 0°� / COCATIONNTRACTOR O EXISTINGCONTACT WATER LITER CO AT TIME FOR EXACT LOCATION % OF EXISTING MAIN CON REFER TER COMPANYYFONFUCTT LOCATION y0 T� ENGINEER (NAND IF REFER ANY REVISIONBICONFLICTB TO ENGINEER AND OWNER, IF NEEDED. rb llnlet-----iTFR-- ELECTRIC NOTES: LCat9. 1� - 897M Qltttt �r-896.87 E1 COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM ll SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. iUZ6i ADJUSTASREOUIRED. CONTRACTORTOCOORDINATECONNECTION 697.5i TO EXISTING TRANSFORMER. COORDINATE WITH THIRTY PROVIDER AND OWNER IF ANEW TRANSFORMER IS REQUIRED. COMMUNICATION NOTES- OC1 COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. P tN COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE C2 PROVIDER. 0008'09"E 24.94' / CHAlla Li l / NOO 0809 AT 23.45 II // / Cobb Inlet LCFtg. Cutter - 89715 -g9668 /___________ 12' RCP -- 4` s ° 1 97 e I / / ASPHA I/ Ir .1p4 II I / / X#A"" / / / I I / / 6 r / 12m RCP--- 5 CARMEL REQUIREMENTS 1. NO EARTH DISTURBING ACTIVITY MY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITI IN TI IE RIGI IT -OF -WAY. 3. MEP.G.= MINIMUM FLOOD PROTECTION GRACE MBY 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. MLAG.=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 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 131 ST STREET, 261 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 203 FEET SOUTH OF THE CENTERLINE OF 131 SEE STREET. TEMPORARY BENCHMARK-TBM92 CUT 'X" IN N. BONNET NUT OF FIRE HYDRANT, 16U FT. 5. CENTERLINE GLEBE STREET AND 214 FT_ E. ASPLEY LANE. NEAR WEST ENTRANCE INTO CENTRAL PARKING AREA OF BLOCK'F'. ELEVATION 89915 Ni 1988 4 GENERAL GRADING NOTES GENERAL UTILITY NOTES O 1. TOCONST THE CONPLAN RIARMATERSCHEDULING POLLUTION ENTIONCONTROL 1. APPLICABLE STATE 3HALLOUND Q ANCTOR ETAILSLREFER RUCTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL UNDERGTHE RRACTOR NOER R NOL LOCATION SERVICE LEAST R PRIOR SERVICE U G OU OC D S C AS HOURS 0 0 0) PET p •O Z MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. ANO SHALLCONTACTB TH EOWNER C V p SANY HOOEDWORK SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED ICT WITH THE PROPOSED O 2. THE INDIANA TRANSPORTATION II REFER TOSTANDARD IMPROVEMENTS. ITSHALL OF THE > Q G AIIONSDEPARTMENT REM BASICMAI FIRE AND IETHOON$UU HISSE LOCAT ALLERETING UTILITIES CONWITH UTILITIEHE RIOUSTEMSARS CONSTRUCTION IONSELOH CONSTRUCTION METHODS, THE SECTIONS BELOW FOR VARIOUS ITEMS ARE PLAINS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THCTORTORELOCATEEMENS SHOWN O 'O INTENT PLEASE m^ NOCLARIFVTHE NOTE IONSOFTHE INPUT STANDARD SPECIFICATIONS MAY IONSO THEIIREMENTSFORTH SPECIFICATIONS 2 THE SHOW THELOCATION ALL NUFTO - �D BEATOTHER ABLE. ALSO BE APPLICABLE WITHIN UCTION ACCORDINGIINFORMATIO THELIMITS INFORMATION O '/� RD b O PROM PROVIDED HEVARIONSTRUCTICOMPANI S PREY UTILITAS YENCED COMPANIES U- Ej ' = 3. PAVING AND FROM LDINGSA SANDOUS PLANSOBSERVATION BYR. ACCURAC p, N 7H N m 3 WITHINTOPSOIL THE LIMITS R POSEDB BUILDINGSSOIL OF PROPOSEDD WITHINTHERIPPE DEPTH ABOVE ROUND CONDITIONS THE THE ABOVE GROUNDCONOITIONBARNESURVETOR. THE ACCURACY OF ,p G E: AS NOTE IN❑STRUCTURES.TOP SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. To THE THIS INFORMATION IS NOT GUARANTEED. G v/ v RD N o r -z d. AFTER PSOIL, PROCTFROUL A MEDIUM TOBEFIKET 3. RACTOR SHALL LL COMPANIES TO p C N d `1 OFUNSWITH DETERMINELOCATIONS OF UNSUITABLE WEIGHT ROLLER TO LOCATIONS DFANY ROLLERMMEND LOCATETHE MAINS, CONDUITS, SERVICE LINES, ETC E 3 On m a0 m d MATERIAL TIONS ENDING MINOR MATERIALRECOMMENDATIONS FOR DRYING, CONSTRUCTION THE LOCATION PROTETHIN CTION ONAND PROTECTION OF UTILITY THEPROPOSED PANDIORREMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR STRUCTURES. THIMITS.THET AND STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY CONSTRUCTION (IN COOPERATION WITI I APPLICABLE UTILITY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE COMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTU FAIL F ILL 4. TH E CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6'. EXCESSTOPSOIL VERIFY ANY AND ALL FEEA ASSOCIATED WITH THE INSTALLATION S SSOC S O OFr ` SHALL BE REMOVED FROM I HE fillE. ALL UTILITIES. 1 T 1 � ED� - Ly1 DO 6. WHEN RING PERIODS WETD GRADIADEQUATE 5. ALL ON SITE TORE PERFORMED IN COMPLIANCE DO N DEBATIONSG DRAINAGE GROUNOF EATHER PROVIDE DRoNIN ROUND WATER OOONTROL NATERINGMOISTURE SION WITH OS H.A. STANDARDS FOR WORKER SAFETY. WITH ANDARD F 5 WATER MANAGEMENT REFS M NAGEM NTT CONTROL MOISTURE OF BOILS, REFER TO e y o REPORT RECOMMEDATISULT WITH OWNER'SGEOTECHNICAL 8. OF SANITARY OR RUNNING SEWERBBACNNI U N TESTING REPRESENTATIVE FOR RECOMMENDATIONS. TESTINGRPRESNTAANFO UNDER OR WITHIN 5'OF PAVEMENT IO BE tlACKHLLhU WITH UNDER O PAVEMI 1 TIED `J LL '- GRANULARMATERIAL. �1 � I'j� ECE 0 7. SHALLCONSISTAREAS, FILL MATERIALBORROW Z APPTOVEARTH SOURCES EARTED H BORROW PITS OR OTHER APPROVED S EARTH SHALT BE FREE FROM T. IS THE CONTRACTORS VERIFY SIZE, �l U Q OTHERDEL S ESA N HE ORGANIC MATTERTHE A TO TIEI STRUCTURES IPE , EXISTING UTILITIES. PIPES, EMENTS, ATND BE PLACED IN LAYERS NOT TO FILL NEXCEED SIX ROCKS. EXCERGEED SHALL PEPPEREDISTURE PAVND ET AS RELATED WORK. NOTIFY ENGINEER NTSETC. AND/OR WORK,ECONS [� O- .c INCH ES FOLLOW FOLLOWING COMPACTION CONTENT FILL PRSPEIFIED OF ANV CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION OF MY DECREPAN I RUCTI N I-N - 00 ES UCH TO ACHI COMPCTIONOF MAI EHIAL DENSITY. ALL pOCUMENTS. TI1 2 D Y TH PAVED AR AS, FLOOR FUTURE UIL FILL BENEATH PAVED AREAS FLOOR SLABS AND FUTURE BUILDINGS SHALL BE SLABS \./ COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM 8. MAINTAIN IOHORIZONTAL AND IB" VERTICAL CLEARANCE BETWEEN D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL STORM/ SANITARY SEWER SYSTEMS AND DOMESTIGARRE LINE MEN N F SECTIONS. AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL MEN BET ACCORDANCE WITH IN DOT SECTION 211. BE C900 WATER MAIN GRACE PVC. F+I m 8. MAXIMUM LAWN SLOPE IS 3]. 9. RACINSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS FROM THEEXTERIOR OFTHE PIPES) 9. THE PLANS N OF UTILITIES WITHIN CATEDPROVIDED ITMEASURED BETWEEN SANITARY SEWERS, WATER MIXING AND STORM SEWERS IS OF CONSTRUCTION TOKNOWN FORMATION THE LIMITS ACCORLL DINGINFORMATION P CILITYC 18"OR LESS. THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS S MPANIES PREVIOUS PAINS AND A VACY OFABOVE GROUND EVIDENCED BEE 1 0 STRUCTURES DURING S - ISNTIONSRANTE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. ACC C NSTRUCTING BE THE CONTRACTORS RE TO CONSTRUCTION, BE HE CONG CTORS RESPONSIBILITY . w_ AS NECESSARY REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY REPLACE SHT RU T R 10, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE TO RETURN IT TO EXISTING CONDITIONS OR BETTER. Sm_ MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. Z THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT 11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET w3 vg=p E` ,� AND MAINTENANCE DURING CONSTRUCTION UN COOPERATION WITH WEATHER, PROVIDE ADEQUATE DEWATERI NO, DRAINAGE AND ¢ o o e APPLICABLE UTILITY COMPANY) IA THE EXPRESSED RESPONSIBILITY OF THE GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. CONTRACTOR. r r r 12. COMPACTED 'Er BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN 11 ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. PAVED AREAS. p33S 12. COMPACTED"WOODROW BACK FILL READ, OVER ALL UTILITIES I N PAVED 13, ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH g� AREAS. PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL 14, CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR e e ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 15. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES 14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITH LOCAL UTILITIES. WITHIN 5' OF PAVEMENT TO BE RACKET LIED WITH GRANULAR MATERIAL. 16. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC 15, ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH SERVICE. LIGHT PLES,COMMUNICATION SERVICEAND IRRIGATION O.S.RA. STANDARDS FOR WORKER SAFETY. SYSTEM. z 16. TTHE I IE ORS. ALL QUANTITIES PRIOR 17. COORDINATELOCATIONOF AND SIZE AND aM STARTCONTRACTOR EXCESSM SHORTAGE OFNEARTH OF RUCTI N. IF AN OF IS D METER WITH INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. SERVICE GAS COMPANY w ENCOUNTERED, SMALL CONFIRM ED, THE CONTRACTOR ENCOUNTERED,THE AND WITH THE OWNER AND O'^ REMEN SF FOR STOCKPILING, ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING 18, COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM K OF EARTH, LINES WITH PLUMBING DRAWINGS. wN 17. PROVIDE POSITIVE DRAINAGE WITHOUT BONDING I N ALL AREAS AFTER 19. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO aoo INSTALLATION. CONTRACTOR TO TEST OR DOMESTIC/FIRE INSTALLATIDN AND STORM SEWER [SANITARY HOLDW TER MORE THAN 1ANVPGNDINGHAL HOLD WATER MORE THAN IOSTT DEEP SHALL BE TALLALINE SEWER INSTALIATION. C F z OUT CUTNS. CANY ORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE CUT OUT AND m w S OR E GI OWNEW DEVELOPER OR ENGINEER. DEVELOPER 20. SANITARY SEWERLATERAL WATERS 8 ELECTRIL LICOM ITS SHALL CONDUITS SHALL BE GRANULAR 'x t0. ACCORDANCEACCESSIBLE SPACETESTA RAMPS AND ROUTES SHALL BE IN RATION FOR BA KFILL F R ENTIRE RUN. c o u o,t WITH ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. THE L d SHI 21 ALL EXISTING 4E AND CATCH BAST N GRATES, WATER OR 19. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL ADJUSTED TO NEW FINISH GRADE ELEVATIOANHOLIE VALVES SHALL NS. p�S o67fpN�NF'F°% SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN a Qf' SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS I8"OR 22. OWNEWCONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS FOR C IND. > LESS. UTILITYSERVICES. '- :10200392: 20. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM 23. CONTRACTOR TO CON NECT DOWNSPOUTS INTO THE EXIST. NG STORM G '�NN STATE OF C WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. SEWERSYSTEM. THE DRAINAGE REPORT FOR THIS AREA SHOULD BEo.�2� CONSULTED TO VERIFY CONNECTING INTO APPROPRIATE STORM WppN1`Q °Oo 'sIONAL1E1 2I. THIS SITE DOES NOT ITT IN A SPECIAL FLOOD ZONE HAZARD AREA AS SEWER SYSTEMS PER ORIGINAL DESIGN AND WATERSHEDS. ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #1 M57CO205 G, DATED 11119/2014. IAMIAK. SHIrvrvFM AN PH IVIWJ92 PLAN LEGEND UTILITIES LINE TYPES fx FIRE DEPT HOOKUP la 111 -.- IC -ON BOX SANITARY SEWER LATERAL ' FIRE HYDRANT Q .II1 1 .HOLE SANITARY SEWER MAIN LJ POST INDICATOR VALVE ❑ C3 D 1 a I FS-AL FAR- FM1 FORCE MAIN QQ WATER MAN HOT F ® C- II 1 I S-R W c, UNDERGROUND WATER WATER METER E TF' :1, L -._ EIAF- Eµ AERIAL ELECTRIC s WATERVALVE 1 TR4-1 'I. UNDERGROUND ELECTRIC I--1 F P r GAS METER (96 S70h.1 I L,1.1I HU HD OVERHEAD UTILITY ll GAS VALVE BEEHIVE IN,ET UNDERGROUND COMMUNICATIONS 1--1 © ELECTRIC MANHOLE 0 CURB INLET --n. IA) AERIAL COMMUNICATIONS © ELECTRIC OUTLET FLOOR GRAIN UNDERGROUND FIBER OPTIC K-• O 1-I ­FOF­­F © ELECTRIC METER 0 ROUND INI FT OIA AERIAL FIBER OPTIC CABLE ID ELECTRICAL RISER 0 SQUARE INLET UNDERGROUNDGAS r l crej 0 TRANSFORMER © STORM MANHOLE STORM SEWER MAIN �V l I� y 1f/O GUYANCHOR ® DOWNSPOUT STry ST,. ROOF DRAIN r ( 1 ELECTRIC JUNCTION BOX lilts SANITARYSEWER CLEANOUT- - - - - - - - - - - - - - SUR SURFACE DRAIN V Z Q E m GENERATOR 9) SANITARY SEWER MANHOLE �. �... FLOW LINE h UTILITY POLE SANIINtY STUN BARNEY -- RIGHT OF WAY LINE r-j W LIE UTILm POSE WI TRANSFORMER OTHER K X 1; FENCE O a ORNAMENTAL LIGHT v SIGN GUARDRAIL r \ r- U PER BOUNDARY LINE V F-R STREETLIGHT BOLLARD O O I PARKING WHEEL STOP K 6.ABBREVIATIONS ACCESSIBLE SPACE QICE ROW RIGHT OF WAY N ESMT EASEMENT HAD h. DRAINAGE AND U I ILI I Y EASEMEN I • O FFE FINISH FLOOR ELEVATION o TOC CMP TOP OF CASTING CORRUGATED METAL PIPE �A� m 1 rl Z r •� RCP REINFORCED CONCRETE PIPE `/V 0 E /\ IEll T PVC POLYVINYL CHLORIDE PIPE Know what's below. O_ -� IT VCR VITRIFIED CLAY PIPE HOPE HIGH DENSITY POLYETHYLENE PIPE Call before you dig. SHEET NO. DIP DUCTILE IRON PIPE /•y /� SSD SUB SURFACE DRAIN PIPE KAMPlndionoCoA STM STORM 811 or 80H ■`/v1,J/ 00 SAN SANITARY SCALE: 1" = 7AAs,55d4 10' x' "°°' ° °oa'' 7 n ° wau. STIR STRUCTURE CO CLEANOUT T 6 AGAINST THE TO EXCAVATE PROJECT NO. 0 5 10 20 `OAT BE ARE1CCO MENONC RARE W 16.0607 3 2 No