Loading...
HomeMy WebLinkAboutGOLF COURSE MAINTENANCE FACILITY ADDITIONS_.v 0 I 3 I/2° DITUMINOUS 3/8�' BITUMINOUS (� ` JOINT SEALER JOINT SEALER f,107� : 6A176 i /ES fay e 9/-✓1,IC- f � Y - I // , 3 KEY ED JT.- I GE• OF 8',os CV =/a -?7 9 #3 AT 24' E.W.TYP.) #3 AT 24° E.W.TYR) t _ - <� - •` � �'��✓.aGE �.. �� r ���c�ts-r�'LivE D,� Q�G�-i.�� a'y ✓ � — _ �� —• — -- — "- CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL:.:._.. —i— ! N.T.S. N.T.S. - � 3i I =---- -- r7"— FvrrjP•� 2 /✓GT�/iG/.t.�..�— --- —� —•--���---�-•---�•�--- -----G�fi---�- 3/4 BITUMINOUS 1 g/i/FiE .�t�5't✓fi Q'' e?' JOINT SEALER J F/EGO LOCRTE ►_------- -- P%r----- - ------- -- - �// - © \b ----------�j L -- --- 9 1" PAINT AND GREASE THIS I/2 Gi?EFiSETi�l�P 4y// ,-la T I io EXPANSION CAP /.11,44 40 _:� 1 ` /E.O.r TuIG><iav r.r• I I pa - -. ki 3/4" EXPANSION JT. MATERIAL / It\ //,[ RELOCATE EXIST. I ® DOORS "(a C} i. 30 w i PROPOSED BLDG. ' z N I/2 X 14 SMOOTH DOWEL AT 12 C/C ,...� - - �j- i I i W 0 I �% 0 ADDITIONS SEE DETAIL D a+ / fr/ \ EXPANSION JOINT DETAIL i11 !Y o w /7L1//�/AGE /3.0' 9a FF =13.0 I PRN O`�� •�` .�a ; s z W N.T.S. T B, COZr oe KEYED FORM E =/O. Z- w o / / , j I ' E �`'� m -- 0 COVERED STORAGE .AREA TO BE INCLUDED WITH a ASPHALT --� I PROPOSED BLDG. ADDITIONS: N f MATCH TO EXIST. ASPH. ✓ 3Z /Z"f6fs�P S' p Qdf �w RELOCATE EXIST_ ABOVE GROUND DIESEL TANK, LOCATION 70BEDETERMINED BY OWNER DETAIL A —A - c6) rr�`° `y�� z� N.T.S.z"Cavovi7 �p/sT Cow T 1 s'z40' et _ CONTAINER r , PROPOSED ,<� Vv BLDG: ADD. •2 W _ FF=.`) .tDyg5 t EXIST. ASPHALT 0 '•,\ �,.. ,._.. .✓ l'. .__. `i * ' :IT'S O I K 3/4" BITUMINOUS JOINT SEALER g�. \N i �09 �� cJ - W CJ 2—' v Cl, o EXIST. CONC. _ PROP CONC. 1 RELOC TE` - x115 .?`I\.3_- 1- ` :ACC CO i .EXIST.. 4YALE , .nL,. d ) ,U . �C_,�._ i D{I=' 50. O t STOWGIF i _ 3/4" X 6" ASPHALT IMPREGNATED MATERIAL REMOVE TRL ESEJ_,- -.v. .� PROPOSE CONCRETE DETAIL- :J r/`1ir >- P R ITT I� PROPOSED r° y p.Pi SWALE y Quo LLJ_ a ` Qy = j - g e EPDXY GROUT \\- _ .;- LOCATE Q EXTEND (2) /_//2"CONDUIT J �^ w z xu.v W PROP 6" � EXIST. 6" \ _ 00 1 0 LL ? o CONC. PVMT. CONC. PVMT. (� ---i /O.O a-•_� W Q o ##3 AT 18" C.C. OR`# 4 AT %'4" C.C. Op, u n I �' \\ GENERAL NOTES 40 U. z a _J DETAIL C-C °•. �\-_ -� >--per . \ to Q W N.T.S. Lnu Contact the City of La Porte's Planning Department 48 hours prior to beginning i construction. Telephone number 471-5020. . 5 € 2. Work being conducted at the Golf Course shall also be coordinated with the Golf .,� Course Manager. PROP - --� 3. All concrete shall be 3000 PSI @ 28 days unless otherwise r.oted. The mix design I ti I CONC Department. i r must be pre -approved by the City of La Porte's Engineering I -EXIST. CONC: .. , 9.9 4. All concrete pavement shall have a thickness of 6" unless otherwise noted. DETAIL D �Q� 5. All concrete pavement shall have a broom finish; a. oo fir' � E/5YeTioN N.T.S. r ^•, C� o`� 6. Paving reinforcement bars shall be #3 bar @ 18" E.W. or #4 bar @ 24" E.W. , 0.00 Ea;.sr /p p 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 Contractor and removed from the site unless otherwise noted. 9. Subgrade shall be proof rolled prior to stabilization, all soft areas shall be excavated to suitable soil, thence backfilled and compacted with lifts no greater than 8". - 10. Project construction water shall be coordinated -with the City of La Porte's Water Department. The City of La Porte will furnish a water meter with a $600.00 deposit. A��:,,,,,,, ,r/., ,�.� �uE _ ...Only. Ciiy-of La Porte water meters are acceptable. iq. - r -: - ,.... _. .. ___: •' _..._. ._. `_` .. - z _. -. Wiz_ as.- a�ra.�___ - .. - ., -._. _ .._ :._. ._ .. __ ..-.- .._ .: ..._.: .. ..-.-_._ .� ._.� � -._ _ r - . _>:=v_=•.:,-_—__-^—..^�c�ss.�-.___ _ �...,,...--:-:•^._mac •.-- _u mac