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HomeMy WebLinkAboutWALGREENS SITE PLANT s E f I Q 0 LL LU U Da m z � I o { ¢ I s j C'0 o z a I Z t O u a r� < g o U M o 0 o z ' a i z o y U U (i z z >o ^o ' Q z i 3 a a© o 0 0 �� W a }{ z a i Nao I i H ti NOTES: 6" WATER 1. TOPOGRAPHIC DATA FURNISHED BY OWNER.- 2. SITE PLAN FURNISHED BY ARCHITECT. 2" GAS LINE 3. CONTRACTOR TO NOTIFY THE "UNDERGROUND UTILITY CO-ORDINATING COMMITTEE" (TEL. 245-4545) 48 HOURS BEFORE STARTING WORK IN RIGHTS -OF -WAY OR EASEMENTS. 4. CONTRACTOR TO OBTAIN PERMITS REQUIRED BY HARRIS COUNTY FOR WORK IN COUNTY RIGHT-OF-WAY AND ALL OTHER NECESSARY PERMITS. 5. ALL WORK IN CITY R.O.W. TO CONFORM TO REQUIREMENTS OF THE CITY OF LA PORTE. 6. CONTRACTOR TO VERIFY ELEVATIONS AND/OR FLOWLINES OF EXISTING PAVEMENTS, I v o) o UTILITIES AND DRAIN LINES BEFORE COMMENCING CONSTRUCTION OF NEW �^ FACILITIES. F P" 7. MATERIALS AND CONSTRUCTION FOR ON -SITE DRAINAGE, WATER AND SANITARY FACILITIES AND PAVING WITH SUBGRADE TO CONFORM TO CITY OF LA PORTE SPECIFICATIONS. G�Oary�' G I y 8. ALL WORK IN STATE R.O.W. TO CONFORM TO TEXAS DEPT. OF TRANSPORTATION REQUIREMENTS. 9. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN. ANY FIELD CHANGES TO WEST " J " ST. (W. FAIRMONT PARKWAY) FINISHED PAVEMENT ELEVATIONS MUST MAINTAIN 0.25% (MIN.) GRADE. I 10. EXPANSION JOINT LAYOUT FOR REINFORCED CONCRETE PAVEMENT TO COMPLY WITH ( 10W R.O.W.) 3 THE FOLLOWING CONDITIONS: I a. EXPANSION JOINTS TO TERMINATE PERPENDICULAR TO PAVEMENT EDGES. MEET E PAV. I b MAXIMUM EXPANSION JOINT SPACING TO BE 50' IN ANY DIRECTION. HEADER a -y b. MAXIMUM SURFACE AREA SURROUNDED BY EXPANSION JOINT LAYOUT OR moles Ex. STM M.N. ^ 0� REMOVE AND SALVAGE v� PAVEMENT EDGES TO BE 1500 SQ. FT. I ro 3 91 ,�'�ti av� ^� EXIST. W.M.& BOX ^M C. GALVANIZED METAL STRIPS (COMPTON CONTROL JOINTS OR APPROVED EQUAL) TO BE USED FOR CONTROL JOINTS. SURFACE AREAS BOUNDED BY CONTROL TRaFF AND EXPANSION JOINTS AND/OR PAVEMENT EDGES NOT TO EXCEED 500 SQ. cOH c�Nc N 89'57'30" E - 266.00' _ EX. STM. H. .- TOP13.2 - ------ - --PROP. SIDEWALK -- --- - PROP. SIDEWALK--------- d. NO JOINTS OF ANY TYPE WITHIN 5 FEET OF AN INLET. FL 8.70 11. SUBJECT TO APPROVAL BY THE ENGINEER, THE CONTRACTOR MAY USE SHEPLOAD CJ� 136 T.P.14.50 T.P.14.50N } T.P.14.50 T.P.14.50 14.29 JUNIOR, OR OTHER SIMILAR TYPE LOAD TRANSFER DEVICE, IN LIEU OF DOWELS ? ^ rn P.P. SHOWN. ALL EXPANSION JOINTS TO BE SEALED AS SHOWN ON DETAIL. c x EX. IN12. 5WITH tT.P.14.20 ELEVATIONS AND/OR GRADES OF PROPOSED DRAINAGE FACILITIES MAY BE CHANGED, FL 9.81s2T.P.14.5 726r APPROVAL OF ENGINEER, TO AVOID CONFLICTS WITH EXISTING UNDERGROUND FL 10.09 INLET N 12"FL9•� ® I EINF UTILITIES. DRAIN LINES 12" DIAMETER AND SMALLER TO BE P.V.C. PER A.S.T.M. D-3034, FL31 35), CLASS 150, 1r" } R• •P• T. o �?a Of1T,� " 5 F EINF. CON . PV OAK CO C. P MT.13. T.P. T.P CURB 14. (SDR DR-18 (UNLESS OTHERWISE SHOWN). INLETS TO BE CAST -IN -PLACE OF REINFORCED CONCRETE WITH HEAVY DUTY FRAME 'r? .13. L T.P. /� T p r i 14.25 14.50 �, Q 14.25 SIGN AND GRATE PER DETAIL `- n 14 25 �- 3 15. EXCAVATIONS FOR INLETS AND MANHOLES IN PAVED AREAS WITHIN 5' OF SAID @) O T.G.14.00 STRUCTURES TO BE BACKFILLED WITH CEMENT -STABILIZED SAND (ONE SACK/C.Y.). w E- T.P. �.} T.G.14.00 112L.F. 10" ®0.38% 16. BACKFILL TRENCHES FOR DRAIN LINES IN PAVED AREAS WITH BANK SAND AND N Z 14.1 ( 1 FL9.66 T P® 4 30 FL10.25 COMPACT TO 95% STANDARD PROCTOR DENSITY. N 10"FL9.82 17. BACKFILL TRENCHES FOR DRAIN LINES IN UNPAVED AREAS WITH SELECT BACKFILL p I 6" REINF. CONC. PVMT. z AND COMPACT TO 90% STANDARD PROCTOR DENSITY. O} T.P. I O / 18. CONTRACTOR TO NOTIFY CITY OF LA PORTE (TELEPHONE: 713/471-5020) 48 2 HOURS BEFORE STARTING CONSTRUCTION. 0_ 13.5 DT.P. 19. ON -SITE WATER LINES TO WITHIN 5' OF BUILDING FACE TO BE P.V.C. DR-18, cj F. 13 50 I o PRESSURE CL. 150, CONFORMING TO REQUIREMENTS OF A.W.W.A. C-900 (4" DIA. .14. AND LARGER); 3" DIA. AND SMALLER TO BE SCHED. 40 P.V.C. PER A.S.T.M. 1785. F.G. z 20. ON SITE SANITARY SEWERS TO WITHIN 5 OF BUILDING FACE TO BE P.V.C. PIPE 14.0 I O PER A S T M D 303 SDR 35 5" EINF. 1y5 T.P.1 .50 CON PV T.P.1 .30 T.P. 4.40 4 ( ), CLASS 150, DR-18 WITH RUBBER GASKET JOINTS. T.P. U 21. FOR FUTURE DETECTION PURPOSES DURABLE METAL WIRES TO BE INSTALLED (OR PROP. 6" CONC. T.P 14.40 14.20 -.-.-� OTHER MEANS PROVIDED) CONCURRENTLY WITH ALL P.V.C. PIPE INSTALLATIONS. PVMT. & CURB z 22. SEE SHEET C.2 FOR ADDITIONAL NOTES AND DETAILS. (SEE TYP. SECT.) M) 2 T.P.14.80 EXISTING GAS PIPELINE w T.P. lam% CONTRACTOR MUST CONTACT ENTEX, INC. (MR. EARNEST T.P. 15.10 T.P. RANKIN 471-4333) 48 HOURS BEFORE STARTING m 14,60 I ! 15.10 �REINF. CONC. PVMT. -_ CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. N J o o C NO. 3x13"BARS ems" ,f I T.P. T.P 20 T.P.15.20 ® 15"C-C N0.3 TRANSVERSE BARS LEGEND I ^ a 05.20 T.P .20 0 15"C-C PER PVMT. DETAIL s3"R FF FINISHED FLOOR 3 9 T.P 6, FL FLOWLINE 13. 0 C-CONO PVMT. TC TOP OF CURB F'C''1 '9 G 11-1 9 I 155 TG TOP OF GRATE Q PR HEA P. PAV. ET TP TOP OF PAVEMENT (S E DILl w! o No. 3 BARS TW TOP OF WALK z a 7 u FG FINISHED GRADE LLI N0. 4 BARS ®15"C-C. CENTER I BETWEEN TRANSVERSE BARS 2' CLEAR • EXIST. MANHOLE ❑ PROP. INLET GOaA?9 ® EXIST. INLET CD o PROP. WATER METER 6 9" �-•- DIRECTION OF SLOPE �141G EXISTING ELEVATION 3 2' PAVEMENT FOOTING ALONG G GUTTER ELEVATION d ( F.F. 15.70 WEST & SOUTH PROPERTY LINE N.T.S. 1102 S. BROADWAY (LOTS 1-10 & 23-32 + PT. OF LOTS 11 & 22 + PT. OF ALLEY; BLOCK 1109; TOWN OF LA PORTE) SITE PLAN ACCURACY CERTIFICATE I, James C. Peyton, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that the above site plan is true and correct; and that all bearings, distances, angles, curve radii and central angles are accurately shown on the site plan. Ja es C. PeNton Te s Regist tion No. 49813 CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of LaPorte, Texas, has approved g8 this site plan and development of Walgreens facility in conformance f� with the laws of the State of Texas and the ordinances of the City of LaPorte. ATTEST: Rv LaPorte City Planner By: Director, LaPorte Community Development Department o p Ld N ao )w A 1 v T.G.1I4.00 1g2 c0 FL1 Q.41 W LU LU 3 o > Q I °° z ? ®O I �' I 0 `�8� T.P.15.20 _ EX lst.I Swale z TO R INtoDUMPSTPAD T.G.0 600 rR FL100if Vp 14.45 R 100' INSTALL CURB (SEE DETAI 7" REINF. CONC. PVMT. T.P�4..40 \ 1Z9 N 89'58'55'W 266.12' LAND AREA 1.53 Ac. 13a BLDG. AREA 13,000 s.f. 0-T P.15.20 P 4 95 6'x 6' CONC, CURB NO, 3 'L' BARS B'xB' @ 15' CENTERS, SPA, @ 10' C-C FOR RADII 10' & LESS PUBLIC RETAIL AREA 10,000 s.f. PARKING PROVIDED 58 Sp. PARKING REQUIRED 44 Sp. 1y� WEST K STREET T.P.14.25 10" FL9.60 5"REINF, cot C. P11MT. 14 65 & U.S.C.&G.S. c 118s 5" REINF. T.P. 14.25 PVMT. T.P. 14.50 RELOCATE EXIST. P.P. & GUY -c ° 9 T.G.1 E * 15 a n 9 FL9.E T.P.14.65 o e ,,// T.W. T.C. lT.P. b\ M 15.354 T. P. 14.65 14.2 ® u-j T 1� +1��y pro "5 T.P.1 T.P.14.55 H CONC. PVMT. T.C.15.15 a T.P. T.P.14.65 z 14.35 O 0 5" REINF. z 13E wPVMT + T.P. T.P. .C.1 .15 , 14.25 T W T.P.14.65 15.35 T.P. f.P.14.65 14.25 T.G.14.00 FL10.30 .3' RADIUS w J NO. 3 U REBARS v �T.P.14.15^ �-) 1J bl � CONCRETE PAVEMENT. 3000 P.S.I. MIN. @ 26 DAYS SEE PLAN FOR THICKNESSES NO. 3 REBARS @ 15' CENTERS EACH WAY T.P114. W. MAIN I 9 1!� PROJECT m 9 LOCATION Z1, FAIRMONT PKWYlzl LOCATION MAP SCALE:1"=2640't N BENCH MARK: U.S.C. & G.S. MONUMENT NO. C 1189 N „ LOCATED AS SHOWN HEREON. SCALE: 1 =20' ELEV. . . . . . . 14.695 (1978 ADJ.) 1 `1 o N 00 9 ti 14.55 I EL o a� l Cd i so 11 7.P.14.70 T.P.14.70 SCARIFY, LIME STABILIZE AND COMPACT UPPER B' <MIN> OF SUBGRADE SOIL TO 957 STD. 6' MIN. PROCTOR DENSITY REFER TO SITE GEOTECHNICAL REPORT FOR STRIPPING, FILL, COMPACTION AND OTHER SUBGRADE AND PAVEMENT REQUIREMENTS. CONCRETE PAVEMENT & CURB N.T.S. ( 60' R.O.W.) ( NOT OPEN ) W.V. EX. INLET TOP 14.12 FL 9.12 10"FL9.3± ,1A5� PROP. SIDEWALK 24' STM. 1N6 5 O MM� f-�•I O O H O U`1 - N a t U) R Developed by 1 LaPorte Inc. 4545 Post Oak Place . Suite 130 Houston, Texas 77027 -(713)' 62T-2127 Levinson Associates, Inc. Architecture • Planning • Interior Design 2401 Fountain View Dr. Suite 629 z Houston, Texas 77057 (713) 784-0003 Revisions �D/� R.A. CONSULTING NGINOEERS INC. L�Lt15 L�1 10661 HADDINGTON, SUITE 180 HOUSTON, TEXAS 77043 (713) 461 8485 LAI PROJECT NO. 92102.000 WALGREEN STORE NUMBER ISSUED FOR PERMIT ISSUED FOR BIDDING ISSUED FOR CONSTRUCTION C• CIVIL SITE PLAN DATE: SEPT. 21, 1992 9' �•8 I 's i Q I G Q U ft•5^ I W U M w ZT. c ao a _ n CD a r z a o 0 o 0 a I e I o i J } u; 7 � �o _o ' . A Z a z i O 0- i a T i COO o I zZ O l N Cn 5 ZN C4 i, When a Commercial driveway, or curb & gutter is constructed, reconstructed, repaired or regraded on County Right of Way use the following: A — Use for all proposed drives on curbed type streets: 1' BOARD E%PMT90N 3 oR F/2' xox ExTRUDOHc ' K OF EXLSIWG PREFDRNED JONTSTEEL PRO1PAMM B' ERB 111T�s CtEAANCE SIMmvM g THICK REINFORCED CONCRETE E�Y (S.. Genmd NA. Na 7) OMPAT ONCRAOE TO ssx STANDARD PROCTOR Do= 'For use with Concrete or Asphalt curbed streets." It — Use for all Mgmed emUna curb removal: N w R.O.W I• BOARD E AHWN aR T�2�NDNINUM MINWY EMSDNG EXPANSION JOINT Fes/ �STREET INTO PROPOSED DNJEWAY, ONLY WHERE THERE IS AH DOST IC WANSKPI XW AT THE PROPOSED DRIVE WAY RHTFJSEwDN :1Y T __ ________ ____ -- SIDEWALKS & DRIVEWAYS ON CURBED TYPE STREETS COMMERCIAL AREA 3 HARRIS COUNTY ENGINEERING DEPARTMENT G F N FR At NOTES: 1. PROPOSED DRIVEWAY, SmEWMx, CURB, GUTTER LINE AND GRADE SHALL MATCH LOOSING STREET. 2 PROPOSED SEWN( SRWi BE CONSTRUCTED WITH PORTAND CEMENT CONCRETE. 4 1/2 SACK CEMENT PER CUM YARD, 4 1/2 INCHES TACK MID 4 FEET NNWUY WIDTH SEE OPAWINC N.. } iDR AWNONM INFORMAMN. O PROPOSED DRIVEWAY DWI BE CONSTRUCTED WITH POHNND CEMENT 5 SACK CEMENT PER CUBIC YAAO, T DIM 710M. FROM PROPOSED SAW CUT TO RTGENT-OF-WAY TINE ?PROpew 50. C E RIONFOF�' 24 SrY DU, UNfESS NOTED LHES CGE EIai WAO�Y, WmTH tOR WCNE4 YWNUBARS W' (6afY rif4 AS NTERH6Ot) FROM PROPOSED) SAW CUT TO MOT -OF -WAY ME S PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXLNING JIMMY REINFORCNG SO11 WIDE A 111NDEUM LAP OF R NCHES. B. PROPOSED CUTTER LINE IS TO BE MAINTAINED 9 FACE OF E SANG CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK WT CUED FROM BEGINNING TO END OF PROPOSED DRIVEWAY. B. SAW CUT EA6RNG PAVEMENT A NP"IUY OF 12 NOTES ,WAY FROM FACE OF CURB (GUTTER ENE) AND BRW OUT TO EXPOSE EXISTING REINFORCEMENT SEES_ a. COMPACT SUBGRM DE FOR PROPOSED DRIVEWAY CONNECTION FROM PROPOSED SAW CUT AT METRIC PAV➢EENr 10 RICNFOF-WAY NNE COMPACT TO 853 OF STANDARD PROCTOR Dam (t 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE MCHT TO REWIRE LABORATORY TESTS TO E CONDUCTED. 10. F MORE THAN ONE PROPOSED DRNENAY IS MIT ON THE SAME PROPERTY. SAID DAN WAYS SHALL BE SEPARATED BY A NNMUM DISTANCE OF 2D FEET (ROADWAYS WTN CURBIS AND SOEWMXS). It. NCH NMHUFACNMD CHARS ARE REOUIRFDUIRED WIN M IMRI SPACING OF 2U INCHES C/C EACH WAY).(3 CAST IRON GRATE No. 4 BARS ® 15' C-C 18" 110 m CONC. PVMT. No. 4 ® 12" C-C DRAIN LINE "Ll NOTES FOR INLETS: 1. GRATES AND FRAMES FOR INLETS TO BE HEAVY DUTY, VULCAN FOUNDRY (TEL. 1-800-MANHOLE) OR APPROVED EQUAL. 2. ALL INLETS TO BE CAST -IN -PLACE. IN UNPAVED AREAS, POUR INLET WALLS TO TOP OF GRATE. FRAMES AND GRATES INLET N0. VULCAN ENDRY. NO. DIMENSION 'C INLET ON EX. R.C.P. V-5732 30'"x 30 4" ALL OTHERS V-5626 24"x 24" INLET DETAIL N.T.S. 1102 S. BROADWAY (LOTS 1-10 & 23-32 + PT. OF LOTS 11 & 22 + PT. OF ALLEY; BLOCK 1109; TOWN OF LA PORTE) age TRENCH SAFETY SYSTEMS TRENCH SAFETY SYSTEMS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH N DETAILED SPECIFICATIONS SET OUT IN THE PROVISIONS FOR EXCAVATION, TRENCHING, AND SHORING, FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS, 29CFR, PART 1926, SUBPART P, AS AMENDED INCLUDING THE RULES PUBLISHED IN THE FEDERAL REGISTER (VOL. 54, NO. 209) ON TUESDAY, OCTOBER 31, 1989. LEGISLATION ENACTED BY THE TEXAS LEGISLATURE, (H.B. NO. 662 AND H.B. NO. 665) IS HEREBY N m INCORPORATED BY REFERENCE TO THESE PLANS. CONTRACTORS SHALL SUBMIT A SEPARATE BID COST ITEM FOR TRENCH SAFETY INCLUDING, BUT NOT LIMITED TO, THE DESIGN, IMPLEMENTATION, AND REQUIRED INSPECTION OF THE TRENCH SAFETY SYSTEM PROPOSED FOR USE BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT A DETAILED TRENCH SAFETY SYSTEM, PRIOR TO FORMAL CONTRACT EXECUTION. IF THE CONTRACTOR ELECTS TO USE A TRENCH PROTECTIVE SYSTEM THAT IN THE PROPOSED RULES REQUIRES "DESIGN BY A QUALIFIED PERSON OR A QUALIFIED ENGINEER", A "QUALIFIED PERSON OR QUALIFIED ENGINEER" SHALL BE A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS. THE OWNER, PROJECT ENGINEER, AND APPLICABLE PUBLIC AGENCIES WILL NOT REVIEW THE SUBMITTED MATERIAL FOR ADHERENCE WITH OSHA REQUIREMENTS. ANY GEOTECHNICAL INVESTIGATIONS NECESSARY TO SUPPORT DESIGN OF THE TRENCH SAFETY SYSTEM ARE THE RESPONSIBILITY OF THE CONTRACTOR. ANY GEOTECHNICAL REPORTS WHICH THE OWNER MAY HAVE WILL BE MADE AVAILABLE FOR THE CONTRACTOR'S USE WITH THE UNDERSTANDING THAT THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE DESIGN, IMPLEMENTATION AND DAILY INSPECTION OF THE TRENCH SAFETY SYSTEM AND INSURE THAT ALL OSHA STANDARDS ARE SATISFIED. CONTRACTOR SHALL MAINTAIN A PERMANENT RECORD OF DAILY INSPECTION. LV 0 11bN 5jf o b V1F5 _ ¢a a 24"RCP 0 0 10 a00 dR dh R i RE. M.E.P. FOR CONTINUATION OF WATER SVC. & FIRE LINE 4" SAN. SWR. RE. M.E.P. FOR CONTINUATION � PS c/o It �G 4"FL 11.004. d 4" SAN. SWR. SVC. LINE ®1% W.V. k P.P. 20" OAK��1 1/2" METER C/o `• %_ lam% 1 1/4" POTABLE`Y6IATER SERVICE (E W/BOX S 89.58'W E - 104.97' -7 � 6" WATER (FIRE) LINE \ FIRE PIT RE. RE. SPRINPRIN KLER C/o PLANS NOTE: SEE SHEET C.1 FOR ADDITIONAL 4" FL 10.20 NOTES AND DETAILS. J C/o En b o N e ) st' 3 to 0 0 b V) �3• A N 89'58'55" W - 105.00' -0 P.P. 4" FL 8.95 4" SAN. SWR. SVC. LINE 0 1 % WEST "K" STREET 60' R.O.W. :iMRP 2 E4�DA0 4"FL 8.40� i i�aN. EX. 12 S4N. w (` NOTE: CONTRACTOR MAY USE SHEP-LOAD JUNIOR SIZE LOAD TRANSFER UNIT (1/2"x10') OR APPROVED EQUAL, IN LIEU OF DOWELS SHOWN BELOW. 1" JOINT SEALER EXPANSION SMOOTH CAP BAR IN Irej 3 4" REDWOOD BOARD —� EXPANSION JOINT PAVEMENT LOAD TRANSFER DEVICE AT EXPANSION JOINT - N.T.S. ( NOT OPEN ) EX. 12" SAN. F.H. W. MAIN Nq L K b ¢ b - _ 5 o PROJECT m 9 En LOCATION / — FAIRMONT PKWY R / (W. r) DE 7 ryas/ Y i 0 /A> 41 r I LOCATION MAP SCALE: 1"=2640't BENCH MARK: RE. C.I FOR U.S.C. & G.S. MONUMENT NO. C 1189 D/WEET SCALE: 1"=20' ELEV. CA LOCS. .D . . . 14.6 5 (119 8 ADJ.) �R M�M r-A-i � O O O 10.22 •q2 Developed by LaPorte Inc. 4545 Post Oak Place Suite 130 Houston, Texas 77027 (713) 621-2127 Levinson Associates, Inc. Architecture • Planning • Interior Design 2401 Fountain View Dr. Suite 629 Houston, Texas 77057 (713) 784-0003 Revisions D�LNODLN R.A. PEYTON & ASSOCS., INC. CONSULTING ENGINEERS 10661 HADDINGTON, SUITE 180 HOUSTON, TEXAS 77043 (713) 461 8485 LAI PROJECT NO. 92102.000 WALGREEN STORE NUMBER ISSUED FOR PERMIT ISSUED FOR BIDDING ISSUED FOR CONSTRUCTION C92 CIVIL SITE PLAN DATE: SEPT. 21, 1992 92-820/ P-0696 1 I I I l i i i I I a z i e 0 I LU W LL a w Z < o Z a Q 0 a o o I � cc 0 � o 0 0 I i Z a h k 4 ( 1 S z i 0 LL i v I Z c r< o 3 a � � U 0 c w� � z S a � 0 P N N 3 o0dom s ( s 1 1 r I i j(1 1 r...', 1 i `; • �\'T-- joint sea or nail i J ' 13/4 bar; . '' 61 loose fit ' ' .'�2. gauge steel tube smooth bar — dipped in asphalt/ N or AA "'1/ r ; f' ,�-, " Steel to most AST standard r. 10 Specification for concrete reinforcing bars. Units to be I:,` o I'f.� t..V 1 )� ., '� , , spaced on 22'•centers I"board expansion joint filler DOWEL TYPE EXPANSION JOINT ALTERNATE EXPANSION JOINT -CANTILEVER TYPE Cast malleable iron food transmission unit, Star Lug" model D- 27 or equal. Units to be spaced 22" centers. joint seater a' _ #6 t smooth a eel t l 'I bo 0 0 on 22 s e (steel to meet A S TMspecificatwn , centers t nnpp-- . - -' r' i '• r: - , .. for concrete reinforcing bars. r N - ,. • ,,; ','`a , i. , a plastic or petroleum treated > fiber dowel cover( 3,4115") - 46 quage welded wire basket e.. 2" ITZ ', 1 1 I I I ' .760/e/ Expansion joint to be placed at the and of each curb radius and spaced at a maximum distance of 80 feet. Proposed hot mix asphalt surfacing -,existing asphalt a • �' sooting base - r_ Proposed Concrete DETAIL SHOWING UNDERCUT R in 15.5', 29' deformed metal strips to be used when this dknenebn exceeds 30=0 deformed metal strip construction joint awl deformed PROP, SWALE ? , pt L 'i > `1 ..rY , 'a.\ Irt�1 ♦ r.�/._, /`_ L\:b./. r a. t J'. ,� PROP, FILL — — I Exist. Ditch \ —_ -i[I � ?' T 6"lime stabilized subgrode construction jointordeformed metal strip = _ *4 ® 2'-0" centers,10' lops TYPICAL SINGLE ROADWAY SECTION N.T.S. Note I. All reinforcing steel shall conform to A.S.TM. designation A-815, grade 80. 2. The location of construction joints and deformed metal stn s b P oy a varied, tL with the approval Of the Public Works director, to suit the proposed construction methods of the contractor. The maximum width between longitudinal joints shall not exceed 15'-0" VWft min. 3/8" 1{ sI /ft. max 1/2 "/it m�in # * -I/2"/f t min t metal strip •---a.' Exist.' Swale 15.5' -1 - It Ill _.• #4 -0 cone 2' field' lops �/4'%ft U , V4 ft. t�%2�/ft.mt ►•---_' i'. ✓ X. 1 ul' P,. n_'-+--_—,t r Illy ice..• ,:,.;; _ a.' >(t •- . ' J — - v -) O' +y'j�� 1 / - lvIll •O 1 UI .:'0., concrete pavement 4 , mil_ ( -' i 1 id: ..a 'c .,-:e .; t•: 1:1 -' '':' (_ FL UI 1 -- _ --'conshucipn -- - - ---/ - I -- - joint or deforms m d metal atop = tt -. - ___4,•U. _ )� _ - -- fi"time stabilized subgrads 2 6"lime stabilized eubgrade -tl 1 _ 2 I`U. n-- joint or deformed metal strip _(11=1ti__ - 1-- ' ` This slope it may be increased at the discretion of on of the engineer, � 2 to meet certain existing field conditions. - TYPICAL DOUBLE ROADWAY SECTION *The use of the item 6"lime stabilized subgrodetobeas determined by lob reports, but not less than 5% L_ 6. 3' I" board expansion joint f filer � 6 I'' 6" 12' - 0' _ , q. t'':.`' )'�' �' Sr , ! �: • : ✓�l,^:'J�: /_' `'•/ `- � Note' Expansion joint must 6e securely anchored to prevent movement from forces created by slip form pavers - UNDERCUT BAR " u-ill ALTERNATE DOWEL TYPE EXPANSION JOINT to it Proposed fi'reinforced po concrete sidewalk- ^i SCOT \ '' e - - - - - - - - - i .Q V2' preformed or I• board ex ninon t /D i ,, , ( •/j�tJ', ,�- .concrete pavement, 2"Km arc. surfaang � ` -,� - l=l I ,P Ii� railroad neade� . �,r '. ' •• _ _ • ' 7: , '. ,� ' �� •„ � _ �„t, ��. (' %b� -;:..• -•. .; •.�• ,.. ,-,..: concrete ,pavement_.-. _ i _ - ,,.: ...• ♦ . 'i. ,'-�Q �•!t it ,. i%\a " - - :): " + — —77777 I'>' �, �� ,in- r/ t pi I/'� l ,' i' a4 _ � ` .. r /I - i.•/. -Q I r '_r :..� <: S� railroad cross tie �. Pa lam property line !-''', ` ; �.�•r 1' �'. i ' I ;,� ., .P.1-./- `,,�.-r, ., /_.y..anraaa newer,.. DEFORMED METAL STRIP driveway width see drawma no 2156 ,' " :c •i." ' G#4 ''��i T r,see 2156 I'Il'a •# r...,/ 'V ,i.,,., ��; ll'„ -`ill.-.lit=u1=-. .#4 2-0'"centers. - }t - �, '"'�i: .'T`'?'('` 4J / ul = The location he construction hints and deformed'Narks dir metal strips m be - � '� •',"_- -.•-ill-Ili'.\ll _- t\\=1 •--,.11,1='111=\ll-111=U+- ij 0 of curb -A - , . - ; ,. � ♦ :�: • ' • ' ' '•' varied with the approval of he Public Wbrks director. � :�-, .--_ ,.. . _' - - `. ,'., � , - -blackout for dnvewa MOe o curd - ,'�� t_a\\=(l\= Il =1tl=l t(= -.,0, ,�- ., A"/ :i / I_0 •, .,p ill,.,. d ,!. -ei _ Y I tit /,. > ..0>\_._, ,�,- \r - ,l- a /'•.I terline`i. ` `,' j_'i!''D -lll'�/1\ _c.11 -1l - 1 la Saw cut and expose steel on existing concrete RAILROAD CROSSING —SINGLE TRACK . r: 2 r. ":'' ,. , ,-. ,, " /. concrete pavement /. - g� 3" 4, 4-6' long, with fi'- 90°bends at 3" extend bars 21"into semi rigid base '_-? street, minimum saw cut- 1-1/2" deep. �.i' c r 1 earn end s cad 5 c-c g - gutter Pa Note:6" reinforced concrete 1idewalk thru driveway openings ony. STANDARD ° - ' r(reinforcing applies to 6' sidewalks only) top of concrete slab ''aI �-: _i > .' 1. _ > ia�` 6' "tt roll- r-k ,. Finish to be accomplished by floating, steel trowelling and then brushing hand finish not required when curb and gutter is poured by a machine, but curb will have the some outside dimensions, . .. . b'^ - _ ��.. _.l\ and have o brushed finish. ft4 with satin designation o-615,grode 60 def. _ r?, t 1 a. hl-I,l._=l - \l-� l--tl --'ll-n_�-Il l''it 1 4' 0" Through driveway section this area to be removed after cu,b is poured and finished. Core is to be token w that concrete below driveway grade will not V4"r typml slope V4" per ft. to V2" per ft. —_'!. _ 3 ®2'-0'centera be disturbed. �:(: �b'.:: `:�.ic,'"L`•j'i'ti)3. :N - _ `� 4 6' Note Far driveway geanetrics, sea driveway geametnc drawing nu. 2156 MONOLITHIC CURB AND GUTTER ALTERNATE CONC. CURB REINFORCING ,--,—,—�-- �� ✓ STANDARD PAVING HEADER #'3 ® 2'-0"centersNote when concrete curb is to be placed on existing concrete base 6° 1'-6" DRIVEWAY DETAILS Note Railroad header to be poured monolitnrcally with concrete base. #4 @ 2'-o"centers, 10"long, doweled and set in sulphur, or standard dowel type expansion ;mint asphalt surfacing 6' i'_0 quick setting cement. V2' CONCRETE SIDEWALK V2" _ u 'a concrete pavement, l',1 ,o #4�°i 2'-0"centers _ for width -see IonsIt- concrete , - • '! , ,. 9-5/8"r type D. h.In arc. .o N <:l-o; 'r `- r' r�ur l`,._ ;I: IU , t e"D"h.mo o `' I. '. _ Ddveirient ram. 3"c .. ._tilsae note .I ; ,..°, / ..,, �, , ii. 11 ? In,- I'c (:,:: 11 #3 04 SpeCdi- .:1.,..L -1. . �. .: . / e. concrete: ba ... I • al0 6 , .. ,✓ . / , ..... 1is ..i ... r,l 'in ... ,.,. s� a .. � , _ . r. , _ ..,' <./„ :•. �..,. �:%(;•i(,./,pa '\ ,I o -r /.•:j.l _ _ ':I,t t�C:•-! -.1:` •_�'. ✓b' . --L o ( . i v� .\. _ r' ., 't i0 it J •O 'I , e/ i I f 2' nt '•e `r o �r J .. -r..-�•.•�.,.... l: .I -'Y "•'1�.. ...�'. r'i> .Concrete. t' .J•.-1' ! ' l' 4 info r eiitent'1,...' •.:r.•-'. #4 ��''.' `'i:` ;\, . � Ir ... - ,..a .. .. .r _.,. -;u z:: - - 'I .� .1:': co i uous,i0'laps ,.'.'.1�•�:•r.'..- 111, o o _ Ir..;,�. ..• <.',..... .. r n1- il. ll nl o., �, 1 . "''.- / ...'.'ry. •_ y:. ( l/l r" f.. ..(J.,, -.i. ✓(•> �,. N/.r.�. \'.'.� .may'>..\:'\:.,.-.. _ .\/' _.v:�. .•I::•. 4 > , � r, r .l 1 '` /. . i. /, ./' 1,. ( .d::'.•\ U� Ch ,.. !'. •i.(. !i1 vi- , _ i� - - .'l• U/ , 'JO'�' '\.: ,r. '>:\'/-•' `J� C.. is r•, //. I,• .\' 0 1. ). �:,. . '.1 .,. \.#-�� `'.. ,�. .O. .-. :,' .i•. Z" ,''. ,.ram..: >',.: •.C. :I. (' U. :-/,. r'�' \. ..\.\' .1. / .:,:n:.' ') ,''). �fI•.'.. �: , 3�Z O..CBnleta !. /" /. )di r. j:�.`%P•. l i. r. /:, __ -' U ' \;1. i•:.!.-!. .,• \'j,., i.\;: is •..,.. :✓.... I. - '>'`', ✓�..- , ,'r,.-r../-.Q II y. (-II ./. ✓, I - .i. -_ I• �'` I -!r.". ID �. �' _l-/. .�.('l• o/.. .�'v -- � =it\.=lit=ill=1 �. - o -'-=.-..� ..r,._.. ,•.,.,. :` '\:/'!. ',":."•a.._ >..I J.�f.r: iltdU=1`\�ll\=.11\ semi rigidbasei ,. r EXPANSION JOINT CONC. PAVEMENT TO CONC. BASE N I' l ( l l 1. I' r 1.. >0 I r # .( - \ , !`l J. ,i, lit l _,7/,rJ ..i/:l 'w •i'/: (.` „ % 'p >'.. i .:', 4 `'r.-;/ r�c 13t4-�'-_-t"'\�,,.� .. ,. �. \-v '!.. #4 consr.achoh joint % _ 'l r_ .l.)•: ;-' / i!; / : .2-O' centers,24'long, embedded 12' into slab at driveway. CONSTRUCTION JOINT SEAL lit nl- :ill lU \1 •''', -i0.- '!'..'r �!..l. Itl' 1 ...., r.�-.. y• I' i=l - ` 1 \ l - : /b ._ , \, • : �..'.' . rr c !. ,'•i If driveway s not in this contract, dowels shall be galvanized, Cost of galvanization -- - - - _ . W , , ' �', / r , , , ;,-/-.' . •. , � be considered incidental and will be included in unit price bid for reinforced -- l= (.=IIt=111=111=\u-_ \I steel 1'-0" semi rigid hose Note Where mountable curb is to be placed on existing base, vertical re -bar � ill .. i\-1t1.--1 - -�r.-- shall be dowelled and set m sulfur or quick setting cement, Finish to be Finish to be accomplished by floating, steel trowelling and then brushing. r 1/2extana 4 bars 21into semi rigid base STANDARD RAILROAD HEADER Hand finish not required when curb is not poured b a machine but curb r. #4 �,ol 2'-0' centers accomplished by floating, steel trowelling and Coen brushing, will have the same outside dimensions, and have a brushed finish. ESPLANADE CURB CONNECTED TO SEMI RIGID BASE DRIVEWAY DETAIL FOR STREETS WITH CONCRETE PAVING DETAIL ' "' type"D"hmo.c. MOUNTABLE CURB / MONOLITHIC CURB AND slo ER CONCRETE CURB Note I. If drvvewo n - nl y of m this contract, dowels shall be Additional thickness through drive to be poured monolithically galvanized. Cost of galvanization to be considered Ill v I with pavement and will hove no vertical dowels. incidental and will be included in the unit price bid for reinforcing steel. C. ` ' ` 2. When concrete curb is to be placed on existing I' \ v concrete base tF - 4 2'-0''centers, l0"long, I 3 tl I Il=tit iU=. Il ,'' t nl__ - dowelled and set in sulfur or quick setting cement. a come e base 6, " ESPLANADE CURB CONNECTED TO CONCRETE BASE Stir. I/2 note 2 5a top of drivel S'N a jo. t. I ja v tit =ill ��.^l{•"'•=--i---Ti'-iC'(== lT' _" \\=_:.1\- l l=\l. Through drill® 2'-0" centers, 24" long, embedded 12' into concrete roadway (see note 0 ALTERNATE DRIVEWAY DETAIL —FOR CURB MACHINE FINISH ONLY IN curb I'redwood board,the thickness of the pavement. PLAN VIEW— CURB INLET board expansion or V2"non extruding 3formed joint. face of curb v Wnuure wuik colored block on concrete pavement, (uncolored on asphalt surface) ESPLANADE NOSE 8" wide plastic marker pG --tee ton��� 500' 1 R. � p.�•P PC PI -put' �I50' minimum at intersection of two(2) i00' major streets DETAIL OF LEFT TURN LANE. m 31 suewtTrrca, eelxid, none Dill • _ 92- Szo9