Loading...
HomeMy WebLinkAboutEQUIP-CO SITE PLANVICINITY MAP 6054B12; KEY MAP 539S R63 ro5 :ft6erwavI)` Tye �pJ �L0 A, g1cyK 1 OP -fie 6rgA Crdl�' #%crcd ,Mfvj pica l• F THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.48201C-0940-J DATED NOVEMBER 6, 1996, LIES WITHIN (SHADED) ZONE "X", AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% CHANCE FLOOD WITH AN AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. -BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204, NAD 83. ALL COORDINATES HERON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES. 1, JAMES E. DEAVER JR,, REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE SITEPLAN IS TRUE AND CORRECT; AND THAT ALL BEARING, DISTANCES, ANGLES, CURVE RAID AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT, AS SURVEYED BY: DAVID C. NEWELL, RPLS NO. 4085. TION NO. 96663 I 1 SLOPE OUTSIDE CURB CURB H/C RAMP SHALL SLOPE AT 1:12 PROVIDE RAISED TRUNCATED DOMES W/A NOMINAL DIA. OF .9" & A HEIGHT OF .2" W/ A CENTER -TO -CENTER SPACING OF 2.35", TYP. V-0" PROVIDE PAINTED RAMP SURFACE a0 FOR PURPOSES OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE 4'-0" THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. COLOR AS SELECTED BY ARCHITECT. SLOPE OUTSIDE CURB e V v: Z I -SIGN GRAPHICS, INCLUDING 0 PROPORTIONS, STROKE, & HEIGHT TO COMPLY W17H N +' T.A.S. SECTION 4.30,2 LEM 'VAN ACCESSIBLE" SIGN AS _ REQUIRED. A 4 3'X4"XY.i STEEL ANGLE & YP PLATE FOR SIGNAGE SUPPORT, TYP. 4 PROVIDE HOT DIPPED fi GALVANIZED FINISH, iv PAINTED. COLOR o 0 SELECTED BY ARCHITECT. " N RE -DRILL 6, W' HOLES " n v. THRU BOLLARD FOR Yt GALVANIZED BOLTS TO SECURE SIGN BRACKET. b 4"X12"Xi{e TUBE STEEL BOLLARD WITH HOT DIPPED GALVANIZED FINISH, Y y+ PAINTED. COLOR AS SELECTED BY I. ARCHITECT. 'P •i CONC. SIDEWALK, TIP. ) 4 IN, - •' ' ti r 24.6 CONC. F0071NG. -j ( I •�n �L-_1 2'- 0.0 H/C SIGN 1 /2" = 1 11041 A.Q.A. RAMP PRE FORMED CAP BY TOP rTGUARD BOLLARD CAP (AVAILABLE AT WHITE CAP) 6" DIA. GALV. MTL. PIPE BUMPER, PAINT TYP. (INTERIOR BUMPERS MAY BE STANDARD PIPE PAINTED) FILL W/ CONC. CONC. PAVING W/ #3 BARS 0 16" O/C E.W. 18" DIA. CONC. FOOTING 2X4, �" DIA. BARS 0 12" O.C. VERT. WELDED TO STEEL PIPE SEE PLANS FOR PIPE BOLLARDS LOCATIONS BOLLARC> [ >TL. 1 /2"=1 '-t SITE EXP. JOINTS ANCD SAW CUTS 1 "-40'-0" m 77 ooao I IX I V�<o WO mg rn gmoN 1 O ¢o i g00 x - LLJ U Z LWi `1 Z J Z Q x U U i� a S o O W IN p N d' pMj W �o F- V) _U 0 U_ CL i_ 00 wN(dLnNiOo Lo00zI F_ CRY APPROVNG AUTHORITY CERIFICATE THIS IS TO CERTIFY THAT THE CITY LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN DEVELOPMENT OF EQUIP -CO IN CONFORMANCE WITH THE ORIDINANCES OF THE CITY OF LA PORTE. BY: i TTY - NOTES: . GC IS RESPONSIBLE FOR INSTALLING' 1. ENTIRE PARKING LOT TO BE PROPOSED SAN M.H. AND 6" SAN SWR CONCRETE, REF:01-02/C-1. SHADED LINE CONNECTION IN ACCORDANCE WITH AREA INDICATES 8 CONC. W/#4 BARS CITY OF LAPORTE CONSTRUCTION 0 16" O.C. EA. WAY STANDARDS. CONNECTION TO M.H. MUST 2. INSTALL EXPANSION JOINT ON BE LINK SEAL MECHANICAL CONNECTOR DRIVEWAY AT PROPERTY LINE. AND INSPECTED BY CITY BEFORE 3. DUMPSTER TO BE FULLY SCREENED COVER-UP. WITH 8" CMU AND SOLID METAL GATE. 7. FIRE HYDRANT DETERMINED BY CITY REF:03-04/A-2. OF LAPORTE, EQUIPPED WITH 4. MAX. 5% SLOPE OF DRIVEWAY 5" STORZ X 4.5 NST FIRE HYDRANT TYPICAL PARKING SPACES AS FOLLOWS TYPE A BUSES 11.0 X 40.0 40 TYPE B CARS & TRUCKS 9.0' X 20.0' 21 TYPE C (H/C) 9.0' X 20.0' 1 2 PARKING TABULATION PARKING REQUIRED BY THE CITY OF LA PORTE, ARTICLE VI OFF-STREET PARKING, SECTION 106-839 2012 NAICS CODE: 532120 PARKING SPACES REQUIRED (2.5 14 SPACES PER 1000 S.F. GFA PARKING SPACES PROVIDED 23 H/C PARKING SPACES REQUIRED 2 H/C PARKING SPACES PROVIDED 2 VAN ACCESSIBLE PARKING 1 SPACES REQUIRED VAN ACCESSIBLE PARKING 1 SPACES PROVIDED APPROACH. CONNECTION INSPECTED BY CITY OF RESERVE "A" 5. PARKING LIGHT FIXTURES REF: E-1 LAPORTE BEFORE COVER UP. GREENCREST SUBDIVISION DETENTION POND 6' WOOD FENCE HCAD# 1277430010033 ENTIRE EAST SIDE � F PROPERTY S03'05'S0"E - 370.09' WUu U J �»�2� M ��/ RES A BLI GREEN REST C01 A END PAR JJ,u 11'-s" H A # 1 04721 t G � 4 1s'- " 9 I pF�O"j ROB•' ROWNG GATE I M1 EXISTING B .. I 7' ARCH SAN. M.H. It I \\ IRON.FEN E (�G TOP 28.05 12" N FL 18.2 \\ 12 S FL 18.1 I - o •---{ ?----- -- --- ----.� ...._, 4" NE FL21.9 _j Ia I i ......... N �b' Iyl...... ...... . �� ... .......Q A. SANiTA@X. 9E _ . . 77. .......... .. ....- O^ .fn .O 4'-O'9DEWAUf EXISTIN FIRE HYDRANT NEW SAN. M.H. 140'-0" TOP 27.71 325 45' 0'-0" „ TQu_.SEWEB_P1L'E.. 12" S FL 17.8 REW &Q 4 COVERED PARKING 0 SPACES 0'-0" SDEWALR BUILDING SETBACKS BUILDING SETBACKS REQUIRED BY THE CITY OF LA PORTE BY CITY ORDINANCE SECTION 5.04 BUILDING LINES NON-RESIDENTIAL NORTH (EXISTING DETENTION POND) 20' SOUTH (UNDERWOOD RD) 20' WEST (ADJACENT LOT) 10' EAST (ADJACENT LOT) 10' NOTES: 1. ALL NEW LANDSCAPE AREAS ANDPLANTINGSTO BE IRRIGATED WITH A PROFESSIONAL DESIGNED AND INSTALLED AUTOMATIC LANDSCAPE IRRIGATION SYSTEM. 2. NO FOOD PREPARATION TO BE DONE ON -SITE AND THEREFORE NO GREASE TRAP IS REQUIRED. J 3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS STATED OTHERWISE. C\ 4. EXPANSION JOINTS REQUIRED AT THE PROPERTY LINE OF ALL DRIVEWAYS. 5. TOTAL LOT COVERAGE IS 11.57 6. ALL CONNECTIONS TO CITY WATER AND SANITARY SEWER LINES MUST BE / INSPECTED BY THE CITY BEFORE COVER UP. CONTACT PUBLIC WORKS TO SCHEDULE <\ AN INSPECTION AT 281-471-9650 7. SURFACE AREA FOR ALL PARKING AND DRIVE -AISLES TO BE REINFORCED CONCRETE PAVING. �M� 1iJi-11. NUMBER OF LOTS 1 EXISTING ZONING GC PROPOSED USE GC GROSS ACREAGE 2.166 AC. (94,351 S.F.) SITE DEVELOPMENT 1.720 AC. (74,932 S.F.) FUTURE DEVELOPMENT 0.446 AC. (19,419 S.F.) PROPOSED BLDG. 10,814 S.F. PROPOSED EAVE HT. 22'-0" REQ'D PARKING 2.5 PER 1000 SF GFA.=14 REQ'D H.C. PARKING 2 PROVIDED PARKING 23 PROVIDED H.C. PARKING 2 IMPERVIOUS COVERAGE 72,464 S.F. OR 77% OPEN/LANDSCAPE AREA 21,887 S.F. OR 23% LL NAICS CODE 532120 1_ -- �.._..._-_..._ . . . . . . . . . . . . . . . -._-_..._..._..-._._ A' ..:.. ; ..... . . q . .. ....,_..._. . .... _ ji _ Iht jL1.2 Z LiJ `L Z .J Z Q 2 U /x V i� a .r U 00 Lu _o rm�O m � (L CID fn w in Z KV 2Q a � x )cn r. . PSI, OEM �MR EWA,% I SLOPEIf •" An r' DRAWN BY CHECKED BY REVISIONS NO I DATE DESCRIPTION 1A 5/5/16 ADDED NOTES © 5/5/16 10' BLDG. LINE ® 5/5/16 10' LANDSCAPE A4 5/5/16 PARKING SPACE DIM 5/5/16 SITE DIMS.& BEARIN 5/5/16 SIDEWALK EXTENDED A 5/5/16 10' DRIVEWAY RADIO ® 5/5/16 DIMENSION UPDATES ® 5/5/16 UPDATE CALCULATION A 5/5/16 GATE & DUMPSTER DTL. MOVED TO A-2 A 5/5/16 ADDED NOTES ® 5/5/16 ADDED UTILITY LINE A 6/8/16 ADDED REVISIONS A 7/27/16 ADDED REVISIONS. ® 8/29/16 ADDED REVISIONS N A-1 LOAF 14 DATE: MARCH 2, 2016 i i r 4 e ® I, ® i i 6 ' I...•;�,p...J, g { cn 1612 ® c g Z A m9 ,�,...w., flj b p N 0 ® U o a 9 0 ® I= 6 �I ., •. ,ai BLAZING STAR CT ® 1704 1705 1706 A , p (, 1708 ® ® a, 1709 1710 ® 1'� 1712 00 1713 1714 1716 r0- 0 g 8 1720 O A [ 1721 1722 H 6 'F, 1800 C 8 1801 1800 1804 co B .. a ... 1805 1804 ®„;....�., 1808 1809 1808 ® 1812 B E, 1813 1812 ® 1816 Legend ® 4I' Porc0ls ® QCr 1820 City Umlls ® 1369 ._. aaio-eoa ® 1824 ---CrainapO Cnenn0le �' 2 Flre HYdrante ® � btaina ® N' ST 5 �• Fewer Mains ® r _.: Feria M.M. —oo C.Ivara ® 1700 Disclaimer This product la forielormotiantele.•posos and may not havo Won propnred Toro, be, sudab.'e 7arlo0al, onglneering, or surveying purposes It does not repmsorl an ondhoground survey and represents only the appmximx:v relative Inuli:r, of pmper;y bnandadna. Gov. C. §2501,102. The useris encouraged to ineoponderpy verify offlrrlomrelbo contuimd in this peaducl. Tho Cdy.f" Porte makos nu rvpees,eeedInr, or warranty es to the accuracy alles produd e, to iei fitnes to, a oarlicularpmpose. The use:: (71 awepls the product AS IS. WITHALL FAULTS: (2) assumes all,esoonsiUuity for the use dismal, and (a) reteases Me CelyofLa Porte from anydaerape. Less, cr Gnbilityorisin fmm such use. City of La Porte 1 " = 161 ' 604W.e,n7Parkway La Porte GIS " LaPorte, TX 77571 �Ir Mapping , (287) 477�5020 ++R"� wwwlaportatx.gov LANDSCAPING NOTES: 1. REFER TO SPECIFICATIONS FOR LANDSCAPING ALLOWANCES. 2. CONTRACTOR IS RESPONSIBLE FOR THE GRADING OF PARKING LOT ISLANDS & SETBACKS. GRADE CHANGES SHALL RANGES FROM 8" TO 15" (FOR LANDSCAPING) ABOVE THE CURB DEPENDING ON THE SIZE OF THE ISLAND. 3. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH OR SOD AND WATERED UNTIL A HEALTH STAND OF GRASS IS OBTAINED. 4. PLANTING SOIL MIXTURE SHALL BE COMPOSED TO THE FOLLOWING: 40% — TOPSOIL 30% — SHREDDED BARK MULCH 20% — SAND IRRIGATION NOTES: 1. LOCATE ALL HEADS 18 INCHES FROM CURBS IN THE PARKING LOT ISLANDS, AROUND INTERSECTIONS AND OTHER AREAS LIKELY TO RECEIVE VEHICULAR DAMAGE. 2. CONTRACTOR SHALL LOCATE ALL MAINLINE ALONG SIDEWALKS, WITHIN CURBLINES AND INSIDE PROPERTY LINES. SLEEVES SHALL BE PROVIDED BY CONTRACTOR WHEREVER MAINLINE OR LATERAL LINES CROSS UNDER SIDEWALKS OR ROADWAYS, EVEN IF NOT INDICATED ON PLAN. SLEEVES SIZES ARE TO BE 6" FOR MAINLINE AND 4" FOR LATERAL LINES UNLESS OTHERK7SE INDICATED. 3. GROUP VALVES AS MUCH AS POSSIBLE. PLACE BOXES PARALLEL TO CURBS, BLDG. AND EACH OTHER. PROVIDE 6" BASE OF PEAGRAVEL FOR ALL VALVE BOXES INSTALLED. 4. ALL CONTROLLER WIRES SHOULD BE LOCATED UNDERNEATH MAINLINE PIPING INSIDE TRENCHES TO AVOID POSSIBLE CUTTING OF WIRES IF LINES ARE DUG UP IN THE FUTURE. CONTRACTOR SHALL ALSO RUN SPARE CONTROL WIRE IN EACH DIRECTION FROM CONTROLLER TO FARTHEST VALVES TO SERVE AS BACK—UP. S. CONTRACTOR SHALL FIELD VERIFY BEST POSSIBLE LOCATION TO MOUNT RAIN SENSOR WITHIN 25 FEET OT THE CONTROLLER. AVOID INTERFERENCE FROM TREES, BLDG. AND OTHER STRUCTURES FOR OPTIMUM ACCURACY. GENERAL NOTES N.T.S. m TYPICAL PLANT LOCATION 6" FOR GROUNDCOVER 15" FOR SHRUBS PAVING EDGE, BUILDING, OR CURB SHRUB PLANTING MTI N•T•S• PLANT LEGEND, KEY SYMBOL DESCRIPTION QUANTITY BG NEW SOLID SOD: BERMUDA . o LO 4• Da NEW TREE: LIVE OAK TREES 13 2" CALIPER a NEW LIGUSTRUM SHRUBS LGa 4n? 5 GAL. MIN. ® 36" O.C. MAX. 157 PLANT LEGENC) N.T.S. O2 LANDSCAPE DESIGN AND COMPLIANCE REVIEVN COMMERCIAL ESTABLISHMENTS AND PUBLIC SHEET BUILDINGS AREA ENTIRE SITE 94,351 BUILDING S.F. 10,814 REMAINING SITE 81i,537 TOTAL LANDSCAPING REQUIRED = 7.5% = 6,266 S.F. TOTAL LANDSCAPED AREA PROVIDED = 21,887.8 S.F. 24" STORM SEWER PIPE TREE GUY BLACK RUBBER TIE 8'-0" STEEL TEE POST. (2) PER TREE --� UNDER 2 1/2"(3) PER TREE OVER 2 1/2" TREE ROOT BALL SET 2" ABOVE FINISH GRADE WATERING SAUCER AROUND EDGE / /—FINISH GRADE OF PIT 2" MULCH � I1=11=11=11=11.=11-1x �1�1'-11'_II'=11'-11'-11- • • — II II 11=1 PVC SEWER PIPE. (2) 1=?II II II 11=11-1i=-IL -11=11PLANTING MIXTURE PER TREE 1: 1 SLOPE FOR EDGE OF • UNDISTURBED COMPACTED OR OR COMPACTED SOIL UNDISTURBED SOIL OF STAXE TO EDGE OF ROOT BALL TREE PLANTING C>TLN•T.S• m FINISHED GRADE 2" MULCH LAYER COMPLETELY EXCAVATE BED AREA AND BACKFIL WITH PLANTING MIX U'll 3'-01, SHRUB PLANTING E>TL. N.T.S. TRIANGLES TYP. SITE I_ANIDSCAPE PLAN 1 " = 20'-0" m NORTH DRAWN BY CHECKED BY REVISIONS NO I DATE DESCRIPTION 1A 5/5/16 10' LANDSCAPE A22 5/5/16 UPDATED EASEMENTS ® 16 UPDATED CALCULATIO ® 6/8/16 REVISION K DATE: MARCH 2, 2016 6" x 6" x 6'-0" LONG PRE -CAST CONC. WHEELSTO REFER E ER PLANS 2) 3/4" x 18;_LONG DOWEL BARS 6" CONCRETE DRIVE W/ #3 BARS 016" O/C EW 3000 PSI CONCRETE . 4" 1 " WHEEL STOP E:)TL 3/4"=1'-O" 6"/ 3000 PSI CONCRETE DRIVE W/ #3 BARS 0 16" O/C EW -r_ 03 PAVING & CURB 3,000 PSI CONC. SIDEWALK W/ #3 BARS 0 16" O.C. 2" SAND 3,000 PSI CONIC. SIDEWALK W/ #3 BARS 0 16" O.C. 3/4" REDWOOD EXP. JOINT W/ "JUNIOR KEYLODE" DWL. BARS AT 18" O.C., WRAP ONE END TROWEL ALL JOINTS W/ SONOLASTIC SEALANT d-- d A d t ` N , QA W TrrF1 17 - Irn - 1111, L=l [1 SAND FILL, 2" MAX SIMEWALK E:>ETAILS3/4"=1'-0" 02 SAN. M.H. TOP 28.05 12" N FL 18.2 12" S FL 18.1 4 NE FL 21.9 EXISTING FIRE HYDRANT CITY OF LAPORTE, TX NOTES: L S'.DCWALR ELEVATIONS AND GRADER ARE TO BE SET SO AS TO ALLOW POSITIVE MANAGE FROM i,C R.O.W. ACROSS ME SIDEWALK AND TO ME ICY OF MID CHIPS CONTRACTOR SMALL PERFORM ALL NECESSRY EARNWORK MUNG AND SHAPING TO ACCOMPLISH F04Tr DRAINAGE DV31 ME TOP OF MC CURB AT HO ADDITIONAL COST TO OWNER. 2. LW DINT. BARS 20• LONG AT SPLICES 30 X DIAMETER. 3. REINFORCING SGIEL SHALL BE HEW ELECT INTERMEDIATE GRADE DEFORMED OARS t0 CbSONY TO AST, A -Ifs BNIF A0. A. CONCRCIE 4ULL BE CURED WN WATER OR MM40 COMPOUND. S. STRIP VEGETATION µO REMOVE ORGANIC DEBRIS A MINIMUM OF 3'. B. PREPARE SU2GRAOE 10 UNIFORM CWRAGNNI AND GRACE FILL MAIEMAL IF RECUIRED, SMALL BE PI.ACM IN 6 LTTS MAXMUM "to COMPACTED TO 95% STANDARD DENSITY AT +1 TO -3t OF OPDMVAI WON HE IN ACCORDANCE KIIM ASM D6911. SIMMAOE STALE BE VNIFIXM AND 4PLL ENDt DEMME MAN CV+/- ME DECLINED ELEVATION. PRODFROLL SUBGRADE WIN APPROVED ROLLER. NOTIFY N NEER 25 HOURS PRIOR N PRODFROLLIIG. 7. SAT,D BEDDING SMALL BE CLEAN BANK SAND. FREE OF CLAY OR OTHER DELETERIOUS MATENAIIS. CPNPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASW MRS. N. 01' M LA MONTE VLANH'..NG CEP. SHALL BE NOWIED Afi HITS, PRIM TO MNSTRUCHEN Al 28'.-471-5020. 0. CONTACT THE UNITY COORDINATING COMMIMC FGR ME NOUSION METROPOLITAN AREA AB HOLDS PRIOR TO CONSTRUCTION, TELEPHONN NUMBER T3-223-4567. 10. CONNTRACTCR SHALL BE RESPONSIBLE TO PROVED CONSTRUCTION WATER. CITY OF LA FORM COHSIRUC110N WATER MflCRS ONLY SMALL BE UST TO OBTAIN CONSTRUCTION! WATER METERS MAY BE OBTAINED AT CITY HALL I1. "Y'STRUCHON STAINING SHALL ME ME OWS RESPCNSIGHTY. 12. EXY55 SOL MGM PRO.IECT SHALL BECOME PROPERTY OF CONTRACTOR AND PWOKD FROM ME SITE AND o15FOSED OF. 13. ME CITY OF U PORTE SHALL SELECT A CEONECHNICAL MIM TO CONDUCT MATERIAL TESTING AND BE RESPU19BU FOR ME COST. THE CONTRACTOR SMALL BE RESPONSIBLE FOR ANY COST INW99ED DUE TO FAILED TEST. 14. It SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MNNTA:N PROPER BARRICADES ANO WARNING OEIUS. 15 IXOANSICN JDN1S SHALL HAVE A MAXIMUM SPACNG CF CO' OR AS SWWM ON ME PUNS OR AS D ROOTED BY THE EN(ONCER. EriµSIXN MINTS SHALL BE REWIRED YMEDE ALL SIDERI IN IERSECT VAN ENISDNC CNITS ROADS AND AT SAW CUTS UNLESS OMEAPoSE 9N OWRNER ECiED BY NE It. FRETTED SURFACE OF WHEEL CHAIR RAMP 1S TO BE DIED MM BURNT RED COLORED EYE STAMPED pFM BRICK OTTO PATTERN AND TO BE ROUGHENED MM NO LESS MAN A BROOM FINISH TO EIENT SUNNNO. 17, ME LOCAPON CF ME WHEEL CHAIR RAMPS MAY BE SHIFTED FROM ME PROPOSED LOCATION ON ME PLANS BY OWNER IN ME OWNER'S OPINION A CHANGE IS NECESSARY. IB. tNNRE CURB IS OtSCHATEO TO BE REPLACED ON PUN DRAWINGS. REMOW USINGNRB SRN ME TOP OF ME EXIR NG PAVEMENT. DOAELL AND GROUT EXISING RAIMENT. DO HOT MEAN EASING NRB BELOW TOP OF PAVEMENT. 19. NEED CREOSOTE CROSS -TIE P REQUIRED SNAIL BE IN OECD COPE IOW k HELD N PUCE WM A MINIMUM OF TWO /A RTAR. 20. (MASS - SOD IF NEOUIRED SMALL BE SAME AS ADJACENT SOD. WATERING OF SOD SHALL BE RCSPON&BIUTY OF ME CONTRACTOR UNTIL OWNER AGREES TNR AN ACCEPTABLE RWM HAS BEEN ATTANT, 21. WNDSW ELDERS - IF REWIREO SMALL BE INSTALLED IN ACCORDANCE WIN ME MARMACNRER'S REXIIEHDATICN. 22. ALL EXCAVATED MATERIALS SMALL NOT BE STAGED WHERE VWCLE TRAFFIC IS OBSTRUCTED. 23. ALL EW"MG CONCRETE SHALL BE DRL(ED AND FITTED 'AIM 12' DOWELS OR REBAR WITH PLASTIC' $t u- TApE0 SUP END. A' TO 6- TO BE EMBEDW IN CASTORS CONCRETE WRI REMMNIND " 0 IA IRS FIVE NEW CONEIE. DOWELS DO NOT HAW: TO BE INTO TO STEEL IN FORMS. (/.1 OR AS DIREACTED BYOTHE ENGINEER L 3/•• BITUMINOUS JOINTHA SEALER EXPMISION JOINT INTO' A76k-O(� EXIST. CONIC. CONC. DOWEL EXPANSION JOINT L I!p�• T- " KEYED J01 T EXISTING EXISTING CONSTRUCTION JOINT SIDEWALK I,I� SI NOT TO SCALE - _ 0.S -- ..I•' l.o' PROP. EXPANSION JOINT • SIDEWALK ' ' �� � 3/8• BITUMINOUS JOINT SEALER �p,C�@nl EXIST. CONC. EXIST. CONC. - .PC�EL DOWEL R, ( 3.0' MIN. (TYPJ =7 MI WRO MEET NMI 64 -•I/4.0. • I OO6I4S'O.c. r T A--1iSF'-7O• EXIST. BACK OF CLRB. CONTRACTION JOINT TC\ NOT TO SCALE 4.0' • ,PROP. SAW CUT Q1, TER I/W /FT SLOPE MAX IM MUM FULL DEPTH U4- R.(T'YP.) pXffT''A j E THIS HALF EXIST. CONC. _� • ° • =1 a t Tf1=TIED=Tr. I=111=111 TMITI-III-III=III- L DRIVEWAY REPLACEMENT DETAIL DOWEL III-ITI-1T _ _ _ _ _ ' I III 3 _ _ _ -1 I I=1 I IJ=1 1==1 I I_ I I I=1 I I -III I NOT TO SCALE _ 3' (TIER. 0'•4• SELECT FILL BEDDING -1- 1 4' REINFORCETD CONCRETE i SA K/ C. 3000 P.S.I., 28 PAY EXIST. CONC. LI••yy A 1e• Ey/ (TIER.), It' RISE EXPANSION CAP E4 AT 24- E.W. y/ 7H3 Bq(j$ • IS' O.CC.E.W. vn'--Ga+rnEr- i 0 2V 1).C.E,W L� �-�-R nD DwX�WA° cn+LL'E!E DOWEL I' REDWOOD EXPANSION JOINT MATERIAL OR W E BITUMINOUS --�- IM IMPRENATrELTED FELT MATERIAL, TYP. CROSS-SECTION OF SIDEWALK EXPANSION JOINT NOT TO SCALE SECTION A -A NOT TO SCALE 4 TO SIDEWALK ANC> DRIVEWAY r-NTL 1 EXISTING DETENSION POND 1 a EXIST. INLET TOP 26.8 �o30"SFL21.4 A 2 30" NE FL 21.5 •Ifi• Ralf 1�•�It1����-�R✓�1�. fllTs-1�It 7.5' .... �_ ...... " "27 b J o w a, --- - 1 O ..P'F.. N-- --- - - - - - - - - - - - - - - - - - --------+ --- ------ ---- -- I- - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - ---� -' N W - 0 -W �N W -® I I# I 1 V) 1 1 r II � I mill A A �/"� ti� I I n W11- T.G 5' N q T.G. 1 F.L 20.76 yJ�Q-� / F.L E IN 100 LF. 12"0 STM 0 . 4 IS 1 91 Do 1 Ivy 1 L W now FUTURE DEVELOPMENT 139'X140' 19,4616S.F. _ .446 ACRES T.G. o F.L. 21.22 I / n INLELT 140'-0" 1 ryrI0 0 STM 0 .44% W N.T.S. OS NEW DDCEN A CT HEADWALL F.L 19.44 YV� E - 370.20 / tip6• ..... n fw.. mil.. L ...�Tt�•.. - -...way . PRECAST INLET W/ MCKINLEY GRATE TYPE KGL. HEAVY DUTY CAST IRON GRATE OR EQUAL. 6" 3000 PSI CONCRETE W/ #3 BARS 016" O/C EW PRECAST INLET INLET PIPE BEYOND (SIZE VARIES) INLET DETAIL 3/4"� 1 '-O" STING DETENSION POND EXIST. INLET y16 TOP 26.2 I� oso I � - - - nnnnm JI�1I1I.Eiiiii'niiii - `l;I III NEW 'i 1 i II nil �L F.aT'A 1 E�EWI 4� it ]WIN ' - Illllihlllll�llllllllllli� ��Y',i' _� _ Q� �� . NUNN Million 1111111111111•�IIIIIIIIIRi� • ►---Ilia--��= .��--�11�--sue WHEELST ' �III'I mm g M V. 9 WINNER 510111111111111tmm NONNI 1�� mm►���in����� w��--III-�-��' 11'A`EI,t,'' • I' :., I ., ra. � NM a .�►--�III����PAI i 14 I I � %� x x= / 6.0' I+ G i I I- I + i, I L- p .... ...... ..... o..41.'.'..'.."..'.'.'.'.'.'. ......... . EXIS # ' 15'L'SANITARY'SEWER ... ...... . .•-...-.. .. ,--'.---....-..-_,•--•:•--- •.-- .LINE --. .--.. I .. -- - 4 SIDEWA - ........................... .... ........................ . . .. .. .... .. ..... .... ...... 140'-0" *25 45' 20'-0" A24" STORM SEWER PIPE ..... __ jg 0 __ F 2 .0' 4 26. ' r- . - - 11 ice +{'L' ..... .. .. CN • . .. EXISTING ' 15" 'SANITA ?Y. -SEWER LIN - ;B110-.-_...-.- fi-- p}�} HE .---._...-.-.- ......... .-_. .-.- W - 370.21' 0 » bP.'... ''..'. .. .. ....... ...... . .. "... . ... . '.'.. . 4:'.W'.' .'.'..' . ........ .. ...... .'.'..'.'..'.'.... .... .... .. .. . 9 REWORK INLET) *25.60' 35'-0" *25.30' 25'-0" 50,-0" 25'-0" DIM _..-.. . _.._.._.._.._.._..-.._ UNDERWOOD ROAD r: LO N I W 00 d' ;n 00 z SITE NOTES: 1. ENTIRE PARKING LOT TO BE CONCRETE, REF:02/C-1. SHADED AREA INDICATES 8" CONC. W/#4 BARS 0 16" O.C. EA. WAY 2. INSTALL EXPANSION JOINT ON DRIVEWAY AT PROPERTY LINE. 3. DUMPSTER TO BE FULLY SCREENED WITH 8" CMU AND SOLID METAL GATE. REF: 03-04/A-2. 4. MAX. 5% SLOPE OF DRIVEWAY APPROACH. 5. DRIVEWAYS SHALL BE 8" THICK. 6. DRIVEWAYS AND SIDEWALKS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE AND INCLUDE 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. rml DRAWN BY CHECKED EIY REVISIONS NO DATE DESCRIPTION 1 5/5/16 DIRECTION OF DRAIN 02 5/5/16 EASEMENTS ® 5/5/16 DIMS. & BEARINGS A 5/5/16 CITY OF LAPORTE SSIDEWALK&DRIVEWAY DTLS. ® 5/5/16 ADDED NOTES A 5/5/16 FIRE HYDRANTS 5/5/16 DIMENSIONS UPDATE 5/5/16 ADDED UTILITY LINES A! 7/27/16 ADDED REVISIONS SAN. M.H. TOP 26.9 -N - - - _ EXIST. INLET 10„ S 17.3- TOPMINNOW FL 21.0 24, W C1 FIRE HYDRANT OF NOR 02 CIVIL SITE PLAN 1 "-20'-0" O I DATE: MARCH 2, 2018