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HomeMy WebLinkAboutGOLF COURSE MAINTENANCE FACILITY ADDITIONS0INV _.v 0 -,v I/2° DITUMINOUS 3/8BITUMINOUS 04214 • � `' JOINT SEALER JOINT SEALER /(1'07� : l}/7V i /ES fay ✓/✓E�i f 3/4'1*rl I r - � "/�Y � I— 9 #3 AT 24°E.W:(TYP.) #3 AT 24° E.W(TYR) � !L � v N r'e• _ 9✓aGE Q�ee:rI a'y ✓ — _ �� - - -- - CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL:.: _.. --_ " - —i— ! - N11 .T.S. N.T.S. - � 31 I =---- -- �7"— Fvrr/P.� 2'/✓Gr��iLdt.4�..�— --- —� —•--���---�-•----�--- -----o�fi---�- '.. IIII 3/4° BITUMINOUS 1 6a i/FiE �'° �S'L✓fi Q' e?' _ JOINT SEALER J F/EGO LOCRTE ►_------- -- P%r----- (� — ------- -- —4-- —I-- — —(� SS--� © \�' --- -- i---�� 9 c ,,IG r - 1" PAINT AND GREASE THIS I/2 Gi?EFiS_ TRAP 4y� / 45 �Itol— — — -- I io EXPANSION CAP T ii �`' lea• r.o.rr,, � _—...._ � I •h tr' t{� l.E.=/O.O/ � I , I F �2•$% 40 I I ti•� pavWIT d� I ':.z. I r V ,t� i IMF I j 0 ra 6 n 3/4" EXPANSION JT. MATERIAL / c N14Z RELOCATE EXIST. I ®It '" tt,a ' J4�. °' I DOORS 1"(a �} i. 30 PROPOSED BLDG. W z I 1/2' X 14 SMOOTH DOWEL AT 12' C/C t _ — g C'4R �= I W N € p 0 ADDITIONS' SEE DETAIL D a+ EXPANSION JOINT DETAIL �'a�' ,•�� , I ED W N.rs. _ �1�✓CE �•� _ ' �a FF =13.0 h ' PRO OSJ ,a.• e ,: CONCRETE If O ,.•Trda' , / \` m KEYED FORM } , I .ro II \v.� g� 0 /�. 0 0 _., ..._ �i 5 w v . � I ,E CC B oJTS� E -- COVERED STORAGE .AREA TO BE INCLUDED WITH 12'�z PHALT --� I PROPOSED BLDG ADDITIONS: N f MATCH TO EXIST. ASPH. �&0 L/Z'f6f3�P. 5' - - -FI Q G'Ov b�' df�w RELOCATE EXIST- ABOVE GROUND DIESEL TANK, LOCATION TOBEDETERMINED BY OWNER DETAIL A -A _ �4 :v^1 y�\ __ _ -- - -- _ \ N.T.S. _ �n / z^c�arT - — — ,; E/si- Cava - ��'I - t 1 s z4o CONTAINER .`' PROPOSED J BLDG: ADD. ��' a i W �p F.F=`I.�gS : EXIST. ASPHALT �` W U�or 3/4" BITUMINOUS JOINT SEALER aTalb r2 pp p o CJ — W 2 EXIST. CONC. _I PROP CONC. l RELOCATE ` xil5 xp.3_ _ 1— `�C C "nr gl'' 1D lie EXIST. WALE ; 50. U/G F GF 4 FU ��r .. d i U/GFUEL �`.. _ _ f�"00 F Gi•' ,Cw _ a �' . ' I I �, ,. It t 3/4" x 6" ASPHALT IMPREGNATED MATERIALImitl ° —� _ I j REMOVE THE SFEJ III-_____. I i - - -Z- _.v. - _ I onx PROPOSE CONCRETE j ,, DETAIL B- - _ _.Y— , � .�,ti.r F1/T J ---- \\• � � t �ti�TEo .�1./ �T � R' k Z ; N01 fS. 5"�? .'Y `oP I PROPOSED 2 Ta I \ 0_ _ I SWALE Ld Q Tow II; M, I g' EPOxY GROUT\— n ''° LACATEQ,EXTEND(2)/_I/2"CONDUIT —off^ 0 ILI LL U ° m w PROP 6 EXIST. 6° \ _ „-�% x\7•00 \ p CONC. PVMT. -- CONC. PVMT. W Q o I ## 3 AT 18° C.C. OR`# 4 AT _'4" C.C. of u n I \� GENERAL NOTES 10 U. z a J DETAIL C-C '•. �\- -�- �>'—O� . \ to Q Q W N.T.S. u m => 1. Contact the City of La Porte's Planning Department 48 hours prior to beginning i construction. Telephone number 471-5020. . 5 € 2 Work beingconducted at the Golf Course shall also be coordinated with the Golf R� . ••,� Course Manager.... PROP - 3. All concrete shall be 3000 PSI @ 28 days unless otherwise r.oted. The mix design i I CONC and Departmensupplier must be pre -approved by the City of La Porte's Engineering EXIST. CONC:9.9 4. All concrete pavement shall have a thickness of 6" unless otherwise noted. L�•G�NO: DETAIL D 5. All concrete pavement shall have a broom finish; a. oo F'�'� E/�YeTioN N.T.S. r ^•, C� o��r� �--.,, 6. Paving reinforcement bars shall be #3 bar @ 18" E.W. or #4 bar @ 24" E.W. 000 7. The use of dehydrated lime is not acceptable for subgrade stabilization. --1_' 8. All excavated materials not utilized on the project shall become property of the d I� Contractor and removed from the site unless otherwise note. - 9. Subgrade shall be proof rolled prior to stabilization, all soft areas shall be excavated to suitable soil, thence back