Loading...
HomeMy WebLinkAboutSULZER TURBO SERVICES SITE PLAN (10)I' � U TURBO R B p(� SERVICES O ;- NAME' : SULZER TURBO SERVICES lb SITE PLAN OWNER: SULZER TURBO SERVICES SULZER I OF DEVELOPEMENTS°4A G men 11518 OLD LA PORTE ROAD ' TYPE OF DEVELOPEMENT: BULK GAS STORAGE PADS AND AREA PAVING °Nar !"i +•' m$ 11518 OLD LA PORTE ROAD " OWNER: SULZER TURBO SERVICES r, , LA PORTE, TEXAS 77571 LA PORTE, TEXAS 77571 BUILDER: FOLLIS CONSTRUCTION � � � as INDUSTRIAL ZONED: LIGHT INDUSTRIAL N 1Q a M JOB ADDRESS: 11518 OLD LA PORTE ROAD k bi Q 0 .. •» COMPLEX �� NOTE: KEY MAP: 539R FLOOD ZONE - 'X' To a +•� U w LA PORTE WORKS a� SURVEYOR: C.B. URBAN CD THIS TRACT IS NOT WITHIN THE 100 YEAR FLOOD PLAIN 2534-B VIOLET STREET 1 >265, 605.87 SQ. FT. K .I� a KEY MAP. 539R in �'} MAP N0. 48201C0935L DATED DUNE 18, 2007 PASADENA, TEXAS 77503 (281) ',48702251 29.0543 ACRES NOTE: no PREVIOUSLY PART OF A 22.6070 ACRE TRACT VICI Q� � o LOT 9. F.A. STAASHEN SUBDIVISION \ _1. DETENTION WILL BE PROVIDED ON SITE OR ON ENOCH BRINSON SURVEY, A-5 AARRI C . H S COUNTY, TEXAS ,02 q, x ADJACENT PURCHASED PROPERTY (PENDING). � c SIC CODE 3511 •� P, 2. POWER DISTRIBUTION IS SULZER HICKHAM OWNED, NO NAICS CODE 333611 d .. .. :5 H.L.&R PADS USE: Q INVOLVEMENT REQUIRED. A . STORAGE OF OXYGEN AND PROPANE e■q rdHa 6ASp1(N� C T. & N.O. R.R. tact¢ t wrotr 1°`Co'■eed� 10' F.H. EASEMENT 10 , W EW j . . . ■e S 89.4Y43• E - 1973.5C (CALLED 1973.80') iplLw ta¢ 056 i .i ' `i • ,'•••i • •,1••i •i �•.•• •: ✓r•r'; ••✓• ••'�; •'•': ✓r'• `: •• •.�•;i •• ri •`• i •i ', r•i r• i ••r r, r; i r'•; • ' ` �r •• r' N'i i A • ' • •• • • r r • , fMte ,� .a _ i �. • • •... • . r•✓•' r . • • ' A . A •.; ,•eo1•n,. , ... ,. ,. • rr;•r • .. .... .. • . : r �y �..pp • ., ©., ®.•� ,/� >♦ /�• w -Palmi^Y PORTE - HOUST ROAD 0' F I -- - - - --- -- -- -- ' �%a :. • ":. .: ., ®.1T; ; rL ; LIPPea[ em H¢all. _--__-_ • • S 89ru'4 E « ' IAQ Mr S 89'43'43• --�_-_- .�-_-_-_-__-- _ _ _ _ ...a aw. '•�Y, _- __- MP'I'••'r>^' • w" S 89'43'A3' E - 570.9e e7t a. ,6 i \ r • P T 1 r,' ui i 3 9P. •• ■ 7Z7/mod. r� 1 1 1 rl ,•• r ; • ov! E drp' . [tlo, \ 'aL •aJ..V ♦ 1� Ynw Nb1 � 1 1 1 i r {,r to �jA' '. � \ f ML. i; ,• r•,r YYoiy V •, •, i:. •,d e ( 11 a.•ii •• OOYi m r 1 eet \ • ir'• • • r 1 i 1 , r • , •, to �"I 'i r GRASS e11H 40 PUPS ,• �•: •••�'••:' •'� .. , - eou • 1 i ( • , r ,r,r \. 1 '" ' 0 TO:a OMJDE'R r • r 4 o■ 1 1 b ML t P. Yla , o{ i\ \ $ VAgIOUS NJT14£ 1REE5 Q^ + r• r ✓• r• � i 1" • rJ � upL�YY/f \ a /lrJ.¢ L 1 Y[Io •1 :, , • i ' • i • •• ' ' uno',. „ ' e •. Ia ii"YL'� \ oYo �� ; LgSiwO rP {• • \ \ 1 1 LL Y r • •q „ ■ i ,> , 11 r • ✓ GAS LM ert \ 1 • P• H r r • • , 1 1 ,� 1 I t ,• ■er , l b i \ \ � 1 1 � L r ' • at00' b I 1 �� 1 - 1 i 1 •, \ „\ • r, : • t0 \ YY. \ \ 1 r r ' ••. ,\ ` • • �' ►J .,. g , I I I 1 I \ +\ \ '\ • • r \ w ale Y..y•,,, ~ 1 I a 1 1 \+l \ r `• '-'RLiiJ ~ A� • r. •••:' •� r'i car i I I >R \ \ \ l ' : •"• r w `\ \ ' •A •: • d, A3•,\S. VI r+ 1s, 1FOR 8' YMTER UNE� •i '' • r ; • r • I I F 1 I I \ r i1�r ' r r , \ oYY. \ \ \ 6i r r ` N 9g1ia. \9 W . \ • r • • I , \ \ • •, r • V • \ w \ 1 . , • • l r ., r • -- --- d 1 I y YC , \ • • •' M• $ + \ \ l • of o,pe• 1 `•. • .; L!'? • , •''' ':i 1 L(,,�� �, L •i`ri'\r y , P \ l b \ \ \ 9Y 1 rr y�at \ I , , 'TP' { ,\' , \ �� Y ; ` Yw P N� DNEWN BUILDING AREA 0 SOFT W O Q \ •D 1 , � \\ ,\� mo ode `� �\ 3 b +� o■yt e3i� r w>w AYC r NEW AREA PAVING 13,258 SOFT CL V) LL i • '• our i I 1 .. ) r, . \ . r , , , h \ y a °' \ ' '' : { ,o r w . sot TOTAL NEW AREA 13 258 SOFT Q CD ■t R----- - 1 I 1 oPv' \�` t \B LESS EXISTING IMPERVIOUS 11,448 SOFT 1 i ' i �: & \ r 9\ O �"` are ' • • : • 8 ssyd w AREA TO BE REMOVED ry O Q iG .' : ---- -4W---- I 1 \ . '. r • •\ r b \ a ; . IN B9 NEW IMPERVIOUS AREA 1 610 SOFT CO J LLJ •, 0oie • • • • • , , ( 1 1 ` \ • •, , • , ,\r csfs 1 toe O ��i , • ; r , '• eee 1 1 t' tm )' , Y ' ', . \ • , ` \ .. ; EXISTING IMPERVIOUS AREA 48.972 SOFT �' NEW TOTAL IMPERVIOUS AREA 50,782 SQFT L ~ word%1 , , \ 50,782 SQ FT 1.166 AC. (�' _l AM N 1\' •• •, rr • r • ' • •, i , r'r•� i 'r '• , , •� Q', b ¢ p I 1 1 1 , `' •, t, r , : •' r • ��..� r r • , d• �• 1 1�Lj 1 ao», 1p VOLUME REQUIRED ® 55 AF /AC Q Q 0.641 AF \ 8 0ae \r \ ', • • •., t , , = 27,930 CF � WAUt \ n ■ II (T ; ;\\ ; ,, , ' EXISTING 1500 GALLON OXYGEN TANK TO BE RELOCATED PROVIDED T.B.D. BY ENGINEER ' ED 00 O Em b If � \i�.! T�Q' i �,� , I •.� 1.•�\•r .rl • . .,, Q. �� W `� "comy, , _tl.t�a 1 I �,. �.a s. RELOCATED EAST OF BUILDING 5 AND REPLACED WITH A !: -I Ln ti JS OIROE O S �, aY1Gt[ ---------- w • ✓ r • ' r w ,, cm I ppp (. •, , , r �y �: \(,� , �y\ : , R 't�1 �(• •y `y • • ++ , . •r •, '' ' �' '� PROPOSED AIR LIQUIDE- 2600. GALLON OXYGEN`. TANK. t� •-- a MAM NOIE._ FNO VAN /CC. 91.Y M I�WiQ9al1 \ M J , _ • • i •Y •\ • i • • • ` '"•- *,;;""{tpprAg7pp�N►qq°'"""°" ® ;y�' NOTE: NEAREST MEANS OF EGRESS DOORS TO co ° o NI. PROY OOIIOR7E e11lFtSIaPe. .-.- a r • • ►�, �' y •„ r , { r • • S '.' <''. I x Cx r Xti 0 x,, THE 1000 GAL. PROPANE TANK; TO BE 90.6' AND ^ PARKING a $. ee9 1' i',y3w ,•r �• / �> X aJ %,. (. - ./e•1 :C. TTr SI \ ®w oee w•av ode r•• • `r•• 1 . ( ) : , 7 9LTs> \ a uta , , x J % ��rr �' 1 N N , r 1 . 1 1"0 THE 1500 GAL.. OXYGEN TANK-. TO BE 72 AND Lgo \ U5 .i+e� .we,O , I CL >� K - I Cn `% r r ♦ I h U V +C `,10 >< <. zl c G i rya x> x TO THE DO 2600 GAL. OXYGEN TANK TO BE 103. ►- b X \ a r>� ,pt�e5 >( OI (_ >' x p r N X fY Y! e I )C \ 'A a w''� sYjO� Mw' , , -> -j 1. r J A x i co �.. C� � Z I, ♦ \I N : i S `>< ), �1 W ',K> = I. !A-ti 'C , ~� 'mC ,8 ♦ ♦ r Y Y of .' \\ u i • ',�•• , ^ •• I �X x� ZI=�) .�(>.. mI �% Y Iry� J, \•\� I )C CiP`VCN� \ L P F A of , , % PROPOSED --------,-' r r a - �; -' x >. �1Q >. I c ! )C REPLACING 2_ (TWO) AREAS OF ASPHALT WITH 5 C w w X r v Y r Ys 6 rP c x> �1 Lt K> 1, <% j A x) I X \ N P.P. , r \\ M J \AZ of 14 :% >; cal t, ,` rc> 1 x r 1 f 1 a % / \ + rti v v Av , n an `�1A18 ,W > i , r TOR12l.72 '< ` , + CONCRETE, WITH DRAINAGE. SEE DRAWING S-1A ace 1 0 .O.�rL , 1�,r i No 00 % >� IX >� c 1 r lo,`>'! j FL 1h.82 X + 1 > i ! FOR DETAILS. .. PI EXISTIN13 r n+>N - yi . ��°>m X > 1O >< x> i rl�L% Y '1# i %; �J I j\ )< �` ++ Y GRASS ,a� P `. • ; ., .. • >. 1 >\ K 1 c S� 9 9Y0 I /> PROP ED x 1 A 1 x� �1 I l W \ ; 0 AL� ku LZ p 5 I > 1000 O v '', , OIt� >, 1 >C L, PROPANE TANK % J ! ' %' Zip �J X �t \ k ; NEW r 5 �' �, I >� K, I �cx ! %� ono `C r \ PROPOSED » SEAL of o �z. 1 , I �.% %, ILa ,C ; r REPLACING 1 ONE AREA OF CALICHE WITH 5 :•••• •••.., +� a ' Y 'S is AREA r -W v , > K , t`IC r a 1 , \ \r Y ?Tt ir�r I PAVING , > , A9 °e %. mi \ , \ . I %CONCRETE, WITH DRAINAGE. SEE DRAWING S-1 A ,,,,, N ; 7. v r I �` [' I �Cx f J ' O i < CPS Y `� Y\ FOR DETAILS. '..ftT R....................sNOT.R ' o r Y P. I p , \ \ ,A• 55164 •t�i. / >: I >� K PROPO m C r Y I A 1 r1` \ \ 1 NAL >. >` 1500 % It \N I REPLACE GRASS AREA (850 SF) _ > >; �' °XT°E`rANK %; I gx �,�,►' This is to certify that the City of La Porte, Texas has REPLACE EXISTING ASPHALT W/5" I IN N ' ' r fy ty >_ >e >. i >• e 1 1 ,C approved this site Ian and development of SULZER rgna ure: 24 DEEP > 1 ry x 1 , P P > % > r N K r X I %C Y Y TURBO SERVICES (BULK GAS STORAGE AND AREA PAVING) p f► p 12 DEEP 1 / VAPORIZERS ! I \ CONC. W/ #4 R E B A R ® 1 8 0 C /B W $ >; Cx > 1 >� K' I Cx ib°' r ! 1 ) TOR 1 67 )C ,° \Y conformance with the laws of the State of Texas and \ CONC3 >, tom} <% >, , ,, K> , x /r ! x. FL 175 CONC ► �Z the ordinances with the of the City a Porte. Z s LGVLI\Y I.R. Found () (Record Call) --�- -,s•- Wood Fenn .a' Clam Unk Fence --X--X-X- D �, dawtre ® Concrete , \. AaphaR CALL E calkhe Dross Landscape shrubs OF Red Tip PhoBna >; 10] >; I >� <> I <% r e r t %; I X B �'\�\ B Yt�l r cn j >` Z J L^o Cx >; I >� �> i (% i t i i x) 1 )< Y. X Y. 6 1.0 X X X v Y L y Director, La orte PI Wing . N z V) c ❑ >: om N <% >; 1 >; �' i (x ! %> 1 )C X i <x Y Attest Department v w 0 o i PARKING REQUIREMENTS: s �� (V C 1 ,> x r 1 A x�9't x ► Z� m rn 20.0 >: � V) <% >: i ' >� r' t ), X 0°� ! A x• , X X i C% Y Y By: A s o �i ' NEW BLDG AREA = 0.0 SOFT ^ •• >. 1 • 0 r Y ! % i X X i C% CONC Y ; La Porte Ci Engineer 0 L> o: o: c 0.0 SOFT ® 3/1000 - 0 SPACES r D]<u- x > I > r , P t> Q tL Cx >I 1 Y ry` r i L J 1 )C >C i < D+ m m m m m ' NO NEW EMPLOYEES < x> i >' v A ► "� 1 1 x A R! o 0 0 0 0 EXISTING PARKING AS OF 07-13-08 310 SPACES . ! , X ). 1 C r v PARKING ADDED AFTER 07-13-08 <' Cx >' I >� ! %e i y CONC y d 1 �x Y v I H ID SHOTORBANI R FOR FUTURE DEVELOPEMENT _ 68 SPACES \6T� > C . f ! A %� 1' , X AM AM REGISTERED UNDER THE LAWS PARKING REQUIRED PAST PROJECTS = 16 SPACES o� w j> C% }% 1 >% CONC I r j %I. x >` 1 1 O `x b v i i r c I OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING, I REMAINING PARKING IN RESERVE >= 52 SPACES N>�`d C> C% >; 1 '` "3 r %' I X Y. O I u? <x Y AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS d PARKING LOST THIS PROJECT = 3 SPACES N <x '; i '; o J %� I )C " jj >; Z I� N Cx TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. A o REMAINING PARKING IN RESERVE = 49 SPACES �r >, >\ TOR 21.62 J 4 X >` C% c PARKING ADDED THIS PROJECT = 14 SPACES rt �� C ♦ t / a' f .1 % > I > n FL 20.87 A , Q REMAINING PARKING IN RESERVE = 63 SPACES ea"d0� C i J x i 'C >• 1 ~ Cx > I ¢ m o 0 " E i s oo Cx xf I >C 9l 01 r ! j %� I )C X 071 WZ LL Cx HAMID SHOTORBANI, P.E. LtlitPlU WkI Water Mater ss son Sewer.. PP POW" Pale XFMR Tranatortnor LP Light Pole UEs Underground Elect Srve MOP Mounted On Pole - PM Pole Mounted CB Catch Book LSO La Pin HB Hoes Bib - co Clean Out GM Gat Mortar MH Man Hole PL Pipe Una Ss San Sewer WV water Volts 3010N-S-IA-BULKGAS-AREAPAMNO-P-052110 N C% >. %j: ;; ' :: X Y r YX ti 1 r 1 1� %( I i Z x TEXAS REGISTRAIiON N0. 55164 DRAWN BY C% >, V v r Y CB Y Y Y Y rL'` t ! 1 x; i X CONC X 1- �% B P B (2 C r Y Y ! % 2� ST R Cx + ^ Y r Y Y Y 11 CON1E1 7) x53.2y1 Y Y Y)C Y. I z CHECKED BY SEWER x 0 Y r .�°�� r ► r ,y.• ! A ./ .:.. / .....♦ X , JMF Cx r Y 50Y 0' Yti X Y LO f ! j CB )( 1 SCALE <k Y RO r i Y CHI >: v REPLACING ASPHALT i11 448 SOFTY L r►_ . 1 100 TOTAL LOT 1,296,597.52 SQ.FT, c ti� y}1 x♦` `- REPLACE EXISTING ASPHALT W/ 5" TOTAL EXISTING BL BUILDING 296,590.0 SQ.FT. CK 7.8 s a Y J A CONC >f DATE PROPOSED NEW BUILDING _ 0.00 SQ.FT. "-Cx t�� ! a CONC CON C. W/ #4 REBAR Q 18 0. C. B. W. 03-1 1-10 ; TOTAL NEW BLDG COVERAGE 296,597.52 SQ.FT. % ! 2-2'ELECTRICAL CONDUIT / C PERCENTAGE BLDG COVERAGE = 23.4$ C CONC v Yf I FOR FUTURE ALARM AND PHONE JOB NO Y r 1 •f 1 EXISTING GRASS/PLANT AREA = 400,159.75 sQ.Fr. ► r I X REPLACING ' BASE 3 01 O N too L I X A SE AREA �960 SQFT� LESS USED GRASS/PLANT AREA = 0.00 SQ.FT. �1 0► DRAWING NO TOTAL GRASS/PLANT AREA 400,159.75 SQ.FT. r Y 1'REPLACE E X I'S TI N G j PERCENT OF COVERAGE 31.6% v. Y r. Y, Y V fit., I' Y r v' Y v ASPHALT P H A L T W 5 00 v Y LO Y v� 1 L�P. r Y Y /r /! t CONC. W/ #4 REBAR Ca? 18 O.C./B.W S 1a l ISSUE ARE"A PAVING PLAN PREFORMED BITUMASTIC, OR EQUAL, EXPANSION JOINT, #5 0 12" ##5 0 12" FILL WITH CHEMSEAL SEE NOTE EA WAY EA WAY CS2727, Ott EQUAL EXISTING 6" PAD PREFORMED BITUMASTIC, OR iv � S��T LINE EQUAL, EXPANSION, JOINT, NOTE „ ACCESSABLE To THE FILL WITH CHEMSEAL HEIGHT VARIES, MIN 4 ROOM BALLISTE % CITY OF LA PORTS; CS2727, OR EQUAL ABOVE PROPOSED AREA PAVING SECTION A —A HIS J �X NIW "tip TOR 21.72 TCI BAsln FL 19.87 , r x«W. > OXYGEN PAD DETAIL FL 87 z �1 i� CB as , r CB CAP NAND I e1 12'-6" 12'-0" l ME LLJ1 I FUTURE E>KKi X� p� - �• ( �. p KM EXISTING 12" 6'-3" 6'-3". ' ( ON TO TIE 1.67 r ' RCP DRAIN rIPE Z a� r '` I o,`L ; q 1 REPLACING ASPHALT (11.448 SQF.W Z 1(' + �`' I_ q . +, !! ( REPLACE EXISTING ASPHALT W/ 5 p 1 C.O 6 I ; c / 1 z -sc , CONC. W/ #4 REBAR @ 18" O.C./B.W. ( �IJ' ��• CATCH BASIN /'. C * / awlPROPOSED CoI �(L �r`•. I 1 I T6 21.34 a' i �. i i i 7G 21A9 N c0 _REPLACING CALICHE AREA (1.039 SQFT) W a a i ( , # I ;, ( REPLACE EXISTING CALICHE (1) W/ 5" 4 r '� Ilsc + Esc I CONC. W/ #4 REBAR ® 18" O.C./B.W. IQ w ' o ( FL 19.82 "tI 2 .6 Rj 2 .82 PIPE I i I PROPOSED _. I . gym_ / 1 NOTE „ o BOLLARDS v r 01 ( 1000 GALLON ll / ALL WATER LINES TO HAVE A 5 —0 .i M 1 So X tiff CDI PROPANE` TANK ; 1 I EASEMENT EITHER SIDE OF PIPELINE 00 Z d 1SO SC z OFF E%ISILQyDifqNO 8' A/P P,AD OI .AND tABE £D�FOR ppXpY�OkTI C4PROPOSED - SERVICE ONU1� Sit °' CO1 (r J I' G'az1 s+N `I{ r ' t ,Fait ❑ O BASIN 04% w' °'"b' ml' (� ,B 2 PLAN z �w 1 11'r t I OXYGEN PAD DETAIL cr „ , or 1: C Q W r r /; 6•it LL l Ce EXISTING REDWOOD JOINT w 1.67 I R,I &C 21.82 ( REPLACE WITH o10 I 1 PROPOSED 1- ! " 1/2"N SOLID ASPHALT �r + 150O:GALLON I INSTALL 1/2 EXPA SION BOARD (TYP.) Of '� i , / SOLID ASF�HALT CONCRETE TO MATCH CB ,�� I OXYGEN TANK � 1 ` " ' ( EXPANSION BOARD: 1 w �� I ,� X ti 1 �, U, �./. I, sc I (TYP.) EXISTING CONCRETE (TYP.) TOR 21.67 CATCH eAsm SiP 9 } Q r FL 19.75 �\ I / CATCH BASIN 6. ' 21" EXISTING DRIVE uj C „ (( �: � A t- .. a •y• , / ASo l � �� t �ti 2 .s l s L,l I' ( :. AREA PAVING 5 ��. G 1n, �� 1 r ,\. ,�� i 51 ' ' t Ile " �6. 1 I 4 It REBAR w r I I FL VARIES @181t O.C./B/W/ I� I ! IN NOTE: r EXIST T r a !' TO 21.49 -CONTRACTORS AND SUB -CONTRACTORS TO r ( o Y ` 10.94 FIELD VERIFY ALL ELEMENTS OF THE WORK r I CALICHE I PRIOR TO COMENCING WITH WORK. rr TYPICAL PROPOSED DRAINAGE CROSS SECTION EXIST Y I ' ' \ —ANY DISCREPANCIES TO BE ADDRESSED IN CONC TIE To STING 8' '� \ �� WRITING TO THE GENERAL CONTRACTOR AND rcc,� C900 WJL� WITH 2" $ CO OWNER FOR DETERMINATION PRIOR TO MJ COU NG W 4 \ 1.82 I COMMENCEMENT OF WORK. EXISTING FIRE MEGA LUGS r N O HYORANT`TO XIS F.H. 1 ;i H. ` (CV a1 BE REMOVED 1 Q EXIST +6• G " .. r CONC , I L, 4 rr v r r r ( 33.9 Y Y EXIST r p` Y r y r r r CB' yr r v r EXIST I r Y CB Yr T e sr a,$ CONC o If r +r r P v CONC 53.2'I r v r r r ` v r l TOR 21.02 �( If r v v r Iv v TG 21.02 :77 y r 560, v X r LO y r FL 19v► 50 0' v X v LO r FL 19.77 of r v _r EXIST o v FLO 19.77 RO C L 1 EXIST r, Y Ol r ! r CONC �() 1-6" GKI VALVE CONC 7.8 y� EXIST 7.8 e,�na C +' w�TMRUST BLOCKS EXIST , CONC CONIC r 0 MJ 8XSX8 TEE EXIST v rr yy� CONC ,, v v vY r W/ THRUST BLOCKS r ry I h v � v L yr v r v v r v v v r v �,b v r v, v Y r LO r ry Yr r Y v v v r v v r v y v LOv r r r r v r r r v vv yr rr L.P r r v r v v v v v yr r r �'LP. Y v v Y v v v y r LO Y y r Iry r v r r L0 v IS i # r' v r v r r v v v r v 301ON-S-IB-BG-AREAPAMNG-P-052110 x M I 1 ' 3 � FT \ r l z to EVAN"— -k HX LEGEND �-� EXISTING X ELEVATION XX.XX PROPOSED - ' ELEVATION CB CATC H BAS I N Sc SAW CUT RJ REDWOOD JOINT RJ SIC PIPE TO BE 1/4" X 1-1/2 M 6" COLLED� SAW CUT FILLED W/SHEP CAULK 55 DOWEL 3/4" X 18 o 12" C.C. i 3/4" REDWOOD �!4 BAR 18" O.C. BOTH WAYS W/ 1" REMOVABLE CENTERED IN CONCRETE 1'-6" TOP STRIP POLLARD DETAIL- REDWOOD JOINT SAW CUT (PER I.F.C. 2006) (N.T.S.) (N.T.S.) (SECTION 312) EN U m �w C 0 m .f.4 ZJ w U aw n 6 15 Q n O W w�,) Q Q W' O (n n v) Li-1 m X Q W (If ry /O/� w V ) ~ O ~ Q LL1 00 O E" C N -- n NJU) �J �i co a m C6pill 0 �LZ UOU� W 0) qz Quo Z7 C So � C W WRa C' zC4 V I; W W SEAL���„�,wv o N ........................' N . z o 0 0fn pp td = U U U A rW W � 3 U U U >4DOmmmmm W o 0 0 0 0 0 4 vS n � A .%) 000000 So ui L . DRAWN BY DPB CHECKED BY JMF SCALE1 „=30' DATE 03-11-10 JOB NO301 ON DRAWING NO S-1A [ISSUE