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HomeMy WebLinkAbout2008 - Santa Rosa 1 2 3 4 5 8 77- 8 9 10 IMPROVEMENT PLANS FO ,R A A o U) } W F-- U to Z p O Q � N LLI J N (Y N m �,il�EER fir. di : _> ate° .��a ;; � •� svy •ter. I `, �',�� ��� �•, �.�: ,, : �" a�� '#g�� r � z t$ n, �;.,r, DeIyYs,',g..0✓:' ''_ g9,. w�E y „ ,: R- .re°,qs"tit "a,yn? '.a`.'�,`f.�,,��+1�;,pp1a`.:ui,,.Sk•�f^g�,��° 2!fitqryb'` a,§ .f3 it$^gm Ve tP - •�``Tv �,. 'G°. � '.•' en.r `.¢`J'k „ Y �� 4 41 �. `'rv.`ka' d' 3 -n c 1.` ' � t, 3 sa .��. i � a ¢ ,�, ,� •, '� 5 �s. adv,�'�"��` N � `•v ,,w``' wt£G „4, .i "#?x:: x � � r . :�• *, € .,., � � �. f ra<r b�,..^1�, a."�.;�r � cam' �'�x y tr *. r Nz �5�gy' yrs • > ^, �^,�I"Al f ..ilk. dy"AY;:. .�N ..` 'layrcl.3'•S-''��,y �`i r"•r, g T., '„$�,r 'r . ,e4.. :'s �e.d^.. .�`: w r ;Atdµ l^Tn,� �'$y7§ �a :, r,+�'y. .., `FK z�hY ,�. � y'�;sc"" L `,�.r�a,5 s9 Y '.�q.. • :.. a!:..a. I i ii' 5 .� °�,. - it.� c, a Y; T SACRAMEN O w , . � �a i a� Iji 0��....°,y.l.,`..^. .ie•"'w k..r: .t,,,.�. � r's?'*�. f' ap�� a�fl �M �,��' �� �'a.p�d,• � .,� St� ;t.w, ��p'�� d�`Y� SAN FRANCISCO ND r j� T�� D ORPO q # i °sd^ T. + Cv! _* . .. :. v fi�c:1T d` C„ F-.Ip {FBS it.?t.,. "e Mast � *�� � �r a � .R�Aki, ''z ^.m..u,.., ., "', sa ,.' .^•. a,., a-. r .w-,u.,• k Kms, aI - e MONTEREY79 ~ .. y*{sy � r�'.—u q�„.~a� h'''am '`k ,y�. � ��,,R.r��,�� A w.'R >c� '�,�" `9.`a r`. �, M�t�t� t � � 't ry`'Ix � S,;j•z;�j 4i l4f � ,"'m�h� S �":+ te'$ � �r` � P �'1� ��".�., ez TY �`q�s�` ~ ; ^' t ta�r� Volr ATASCADERO ,� " �" SAN LUIS OBISPOO `41 0Fs: ' . ~a _. }rt .. e LOS ANGELES '� � ' 101 / a fit' 7 a 6 � SAN DIEGO ik kk ? pb? 14 th NA f VICINITY MAP- VICINITY MAP.NO SCALEN.T.S. SITE LOCATION ry —` COUNTY OF ANLUIS OBISPO , , 1z � E TATE OF CALIFORN IA E F- z W _ 0 W p Sheet List Table < < cry Sheet Number Sheet Title W (� w C1.0 TITLE AND VICINITY MAP w GEN=RAL NOTES AND PRC�JEDT VITALS C1.1 EX. CONDITIONS �.- 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO C2.0 GRADING PLAN T CONTRACT"UNDERGROUND SERVICE ALERT(USA)"TOLL FREE AT 1-800-227-2600 FORTY-EIGHT(48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION U) F OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. F CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE oce 6i AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE, OR UNDERGROUND FACILITIES. cn w r-- 2. THE CONTRACTOR SHALL POSSESS A CLASS"A"LICENSE AT THE TIME THE CONTRACT IS AWARDED,AND DURING THE REMAINDER OF THE CONTRACT. a v) r 3. CONSTRUCTION AREA INFORMATION DATE: Q 8/28/2008 o • GUT-OCY Q • FILL-6 CY DRAWN BY: • AREA OF DISTURBANCE-600 S.F. JAV W 4. NO WORK, STOCKPILING OR ANY ACTIVITIES SHALL OCCUR IN THE CREEK a : AREAS. vl ` CHECKED BY: o P ' s JAV W m � FILE NO./LOCATION: w �-- .. � No.C 59920 .�. i 2007-012 i Z G w �_Nl cSj. C l V L �P SPECIFICATION NO. U . ' ����i «r T/E/CP/BP/SPPB/DWG co 0 o EXPIRES: 12/31/2009 SHEET NO. ` 5130 SAN JACINTO AVENUE M o � _ � ATASCADERO, CA 93422 wl- 805.461.3190 FAX 805.461.3190 JEFFREY A.;VAN D.! N EIKHOF DATE WVWU.EIKHOFDESIGNGROUP.COM J N 1 2 3 4 5 6 7 $ 10 TOTAL NUMBER OF SHTS: 3 1 2 3 4 5 6 7 8 9 10 f N11 GRAPHIC SCALE Q f SCALE: 1 INCH - 10 FEETf ! > w "f r U f CV � N q EER Z t 9008 909 04 910 -0 COTTONWOOD / G..X!� I ,V E AAK � � � A A",J .•.^ �j� ,...,n....»...... ...,,...»...^"'° e.J�" NON N T.IVE EE `•'.,. / ,, d � ~`".•, -.""-,.., yb .e,„,. ---.L-••--_,_ry ^.,,,. ,.. ��� ." '^ /a, .. " .. "44 n, i \ '"",..,.,..,,,� , f �' „� "'`,•., `� `.,•,... �"'•,•...,e _ ''* COT N -- r .,...-•.._. . - .. r -- --_. ._.--- ...__ .__ ._- .--- - ,/ r - ~ - - f EX I8_FI N G,WOO�C7�B`R 16E_ ~ '- --TREE NCLUDING[�ECKII'4G ,�` �° � 16"NON-NATIVE TREE PROTEC-TION F B4AMS AND PIERS T�0 E - FENCING ... f 4 ` 1' REMOVE,EX,ISTI`NGfCO"�CRETE~ EX. GRAVEL PATH ��` � � t \ ✓� , a D�CNaPJMNf 12"NON-NATIVE..I_REE _ - ----_ --_ PROTECT EX. LAKE13 FILL PIPE DURING CONSTRUCTION 1. • � 1 --- EX. GRAVEL PATH �J _ � t -- _ ~ `- _ ' � f` ' EXISTING ABUTMENTS TO REMAIN(TYP) 44"VAL I_EY OAK 00 - ---' _ y OAK EX. ROCK(TYP) _ _ '\```+ - ".^^-...`.,r "'x.".`--^.•y.^.^„_y-,..m. 3✓3 P}5.t�"'#i....LEY OA 8`6 \ J . � �l�� i � / r � P'{ } - . ,..........-_.._- •_ a NOTE: --" - .�- 1e"VALI EY OAK`o w, EXISTING TREES TO BE PROTECTED DURING CONSTRUCTION ACTIVITIES EXISTING WING WALL ----_ '`'moo ,..-.....- _.. ..,_..._.. -....... -- 1 I„J,j _ W EXISTING CONDITIONS Cn 0 CL < W 000 E ARBORIST NOTES: E W -�-0--- TREE PROTECTION FENCING 11.,1 TREE NUMBER z W #" TRUNK DIAMETER Q.. REFER TO ARBORIST REPORT DATED JANUARY 29, 2008 < U) PREPARED BY A&T ARBORISTS, FOR TREE U) z DESCRIPTION, CONDITION,AND TREE PROTECTION 0 0 REQUIREMENTS. ��,r► 0 F z Z 0 F F U) X w W co ui ; o W Q a cn a 04 DATE: 0 8/28/2008 C) DRAWN BY: vii x AV ESS-ESS �1 T �►W� rta-. © � P VAN NECKED BY. UJ �y JAV co a k FILE NO./LOCATION: C14 No.C 59920 _ ' � 2007 012 "1111W #. z G -,ar Z 1 V 1 �Q` � � '. rS SPECIFICATION.,NO. . � : . TIE/CP/BP/SPPB/DWG co Im UP' s CN EXPIRES: 12/31/2009 SHEET No. 5130 SAN JACINTO AVENUE 0 `� ATASCADERO, CA 93422 ` l� 805.461.3190 FAX 805.461.3190 O -0 J EY VAN Dr-.'N EIKHOF D E WiMN.EIKHOFDESIGNGROUP.COM ■ a a 1 2 4 5 6 7 8 9 10 TOTAL NUMBER OF SHTS: 3 1 2 3 4 5 6 7 8 9 10 CONSTRUCTION NOTES: INSTALL 42' PREFABRICATED STEEL PEDESTRIAN BRIDGE (SUPPLIED BY CITY). THE CONTRACTOR SHALL CONTACT BIG R MANUFACTURING AT 970-347-2205 TO ~-_ GRAPHIC SCALE OBTAIN CRANE SIZE RECOMMENDATIONS, CONTRACTOR IS RESPONSIBLE FOR A UNLOADING OF BRIDGE FROM DELIVERY TRUCK. 0 10 20 w \ '--- SCALE: 1 INCH = 10 FEET 2 CONSTRUCT CONCRETE BRIDGE DECK w CONSTRUCT BRIDGE ABUTMENT(SEE DETAIL THIS SHEET) 0000 ., ` CONSTRUCT STONE COLUMN AND RAILING(SEE DETAIL THIS SHEET) o 0 _ T GRADE PATHWAY TO MATCH EXISTING, MAX 5%GRADE AND MAX.2% N CROSSFALL. (CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS) INSTALL 3/4"ELECTRICAL CONDUIT FROM EXISTING POWER POLE TO NEW 11X17 �1NEER �,r _ ELECTRICAL JUNCTION BOXES, FOR FUTURE BRIDGE LIGHTING d 907 90$ -- ' -- _ - P 7 INSTALL NEW SPLIT RAIL FENCE, IN ACCORDANCE WITH THE REQUIREMENTS OF "' �� THE ATASCADERO LAKE PARK DESIGN GUIDELINES 910 PROTECT AND REINSTALL EXISTING PVC PIPE TO BOTTOM,OF BRIDGE DECK USING PIPE HANGERS S10311 912 912 �0+83 _-- �` -- - - 91 _ .� "� \ _ �� -- .�_ 6 f'` O SILT FENCING 914 \i0 f 1Z T �' fr �� _ _ J _ -- -' �_ ./ '' 10 NO CONSTRUCTION ACTIVITIES IN CREEK AREA o Ok9 / .� ,• PEDESTRIAN BRIDGE SHALL BE MADE ACCESSIBLE DURING CONSTRUCTION OF G `°� , g r _ _ __ _ _ �� ABUTMENTS,TO THE EXTENT PRACTICABLE k EXTENTS A. e F; e X313 , 91-A -----._.,.---`' --�-'.., I ` --- _` __ ---_.__ �� '` � � > � ' / / � r ' � _-._�" '__ s✓,. 3/4"DIA(MIN.)ANCHOR RODS PER =:N 4 BRIDGE MANUFACTURERS PLAN AND SPECIFICATIONS ANCHOR GRADING ,. �- RODS SHALL BE SUPPLIED BY THE EXTE NTS - 7 ,-r ( CONTRACTOR. , mM1 BEARING AREA AND ANCHOR ROD 6 MIN. 4 5 .� �. �_� --- - _-- � DIMENSIONS TO BE DETERMINED C - 4 �¢ - (� - BY BRIDGE MANUFACTURER. IN HEIGHT DETERMINED C \ � BY BRIDGE MANUFACTURER ` _ - BEARING 11 �\ _4 -`-~- NO CASE SHALL THE AREA BE LESS THAN 16". ui 2.6 611 916 _ #5 BARS @ _ _ _ , _________ _ _.. _ _ _ „ _ _-•_ - ._ __ 12 O.C. EACH 41. WAY J it 3-#5 BARS . C) CONT. 36 ABUTMENT HEIGHT Tx SHALL BE ADJUSTED TO HELICAL PIER INSTALLED PROVIDE 6"OF [� BELOW EACH BRIDGE CLEARANCE BETWEEN BEARING PLATE. BOTTOM OF DECK AND " I .. --- MIN. BEARING CAPACITY= ADJACENT GRADE. 20,000 LBS. T NEW ABUTMENT (TYP) 0 \ N.T.S. 00 NATURAL CLAYSTONE OR T SIMULATED NATURAL STONE ¢-- NATURAL CLAYSTONE OVER CMU BLOCK E OR SIMULATED NATURAL 24" STONE BLOCK CAP BRIDGE RAILING E BRIDGE PROFILE W --� SCALE: 1"= 10'HORIZ. ui W 1"= 5'VERT. RELOCATE AND REINSTALL EXISTING LAKE W 0 42' PREFABRICATED BPIDGE FILL PIPE FROM WELL. HANG PIPE FROM Q. (SUPPLIED BY CITY) BOTTOM OF BRIDGE WITH PIPE HANGERS 36"SQ X 12"THICK CONC. Q, ' NEW BRIDGE DECK 4' FOOTING WITH 345 BARS 920.0920.0EACH WAY m 3-N€EpB-- --- FINISHED REGRAD D PATHWAY AI ® T PLACE EXPANSION NEEDED, AX. 5.0%SLOP 5 5 RE-GRAD JOINTMATERIAL MAX-5- o..-SLO.P_.E�..__,_ _. _ �___. _. _ __ __ ____ __ GRADE AGAINST ABUTMENT 915.0 T m T T-.-.,._ _ „__._.. ^ ^ BASE COMPACTED d 18"MIN. .,_ BRIDGE DECK m I _��� _. - CLASS 11 _ _ . F I1µ M1CfiE_..D—-_ V �: _..-_-_ FILL;/AS 1V-E-E - -- _..___ _. __ F- . n n F I�,L E __ _ _ __ _L_____. _ __ NEV mABUTMENTT(TYP) W '' w Z HELICAL PIE DEPTH TO E3 W 910.0 �m_ �fi€ h ECIN ___ . __ _ _ �._ _ ___ �_._ ____ _ __ __ _ _ 1 Q.0 36" , NEW BRIDGE cu SLB 1 NCLCAPA.CI _ _ _ __ _ _ ABUTMENT w w (T P 4 LOCATIONS' STONE COLUMN DETAIL C cq EX. ABUT 0EN1 TO _ CMU-RIE DATE: o RE AIN(TYP) FMQV (AAL o EXISTING SJEA BED 0 5.0 8/28/2008 N.T.S. i I 1'; 905.0 DRAWN BY: -0+83 -0+50 0+00 0+50 0+96 JAV S/ ' w � r- Com, NECKED BY. VAN "7� � � C CK W w P k h t JAV C < N M M u") i`� 00 00 C0 d O O N N N O ( # Ti 4 d 4 d d 14 t� �- O Liz L6 ui L6 L6 L6 tLl `" FILE NO. LOCATION:o) rn rnrn rn rn No. C 59920 2007-012 r W v Ve.s.t�j G q, w SPECIFICATION NO.v t, ; T/E/CP/BP/SPPB/DWG 00 . a n EXPIRES: 12/31/2009 ` a�.R SHEET NO. a� ` 5130 SAN JACINTO AVENUE 0' ATASCADERO, CA 93422 cu A o � 805.461.3190 FAX 805.461.3190 JE Y A.VAN DEN EIKHOF DTE WWW.EIKHOFDESIGNGROUP.COM ■ � v 2 3 4J 6 7 $ g 10 TOTAL.NUMBER OF SHTS: 3