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HomeMy WebLinkAbout10140431.pdfI :. i .... s • WA91 - - ---- CITY of , SANTA ANA ORANGE COUNTY �� � 22 ,V. t CALIFORNIA 5 8-26-93 ��� TO" A CmKm --! 11sili Ali SCALE IN FEET �y,_� OWENS fk9aGlvEN Y^ Z a SANTIAGt3 +_ eu�►am =3 —I l Tp" S{MA CaLU A SANTA 41 CLAM 22 aAWetO } lV� �iST s Q 7 ZST WESTMINSTERLi r _ i NT Co SEV TEENTH > ' — HAZMW i � — RSC t I G •Q/� CIVIC CENTER o © + El 0 �fl c� o Z r fl❑ v � a — — O O r FFiH � Q rr a l� OCi a 00�0 e r SANTA r � q o rtve� C7 6 C3oC3C7 I._ ❑ Q FIRST a aou m_J Cf�STM1T _ J' _ Ld 0 o _ w r fi iLd Z MoFADDEN J r --1 5 a MoFADDEN m r U McFADDEN -- EDINGER a ZSCHOOL EDINGER i IGLENWOOD Sr. 6FRMAX J L D DE 0 WARNER E-1 WARNER 4Q' > CERML ir SEGERSTRQ u DYER Co A4 � MacARTNt1R AI.T@i � MaPAMAIR TENT' o REGENCY Lu 0 SUNFLOWER _ -- c{uEprsComm A 55 ANTIAGO PA K GENERALNOTES 1® ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2003 EDITION AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE COMMITTEE OF THE SOUTHERN CALIFORNIA CHAPTER OF THE A.P.W.A. AND THE SOUTHERN CALIFORNIA DISTRICT OF THE A.G.C.C. HEREIN REFERRED TO AS THE STANDARD SPECIFICATIONS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT). 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE A EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO WORKING DAYS BEFORE ANY EXCAVATION. O L.L w m EDGEWOOD Q z J 0 LA VETA FAIRHAVEN SANTA CLARA 21ST rr SEVE TEENTH M161 PIL 0 � ii ; illll 1 11, N.T.S. 7 I j ; k .r .., <�.. ; $ ':'f, k v �� t3` .:✓ ia� .� ek `t:.".' 4:¢,s n h � $ ea^„'•. r4a t::..: �""' �&" 4^^°9 "'G T 7 7�7, r f t ads s a � f i a�y e M � a 4 �3 2 � o ' F Al, Th6 a{ rr c;, s ,e 4'x �i S .. u.1. ' � .�.,i � u. -:3 �,v�>,a✓6za2,ti@i� �5 SHEET INDEX SHT. NO. DESCRIPTION 1 TITLE SHEET 2 SITE PLAN 3 TRAIL IMPROVEMENT PLAN 4 GRADING AND DRAINAGE PLAN SP-1 SANTIAGO PARK WILDLIFE HABITAT — SITE PLAN A-1 PLAN — RIPARIAN VIEWING STATION A-2 PLAN — WOODLAND VIEWING STATION S-1 CONSTRUCTION NOTES AND STRUCTURAL DETAILS S-2 STRUCTURAL DETAILS Undeeground Service Alert of Gouthwn Calorrze Call: TOLL FREE 1-800 A92-413;j ram TWO WORKING DAYS BEFORE iyivJ t3 tsr 0)"A r6 G}SvweCyj}tz+' 14Jv V:J a*m#UCC,fh ee e NO_"n..CE "rik C01am""I'"RACTORk il ffJ} T 4/ s� r 1 'i1 {x fir, 4. ti>^ PURSUANT TO ASSEMBLY BILL J019 NO EXCA VA T ION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN I NOU I R Y I.D. NUMBER FROM ""UNDER- GROUND SERVICE ALERT" t 1-800-422-41 JJ i AT �. LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCA VA TION. Ile {t 4 s Lx' 5� APPROVSD -0 n ti „4 ` < DATE- SANTA '_ , ,. OCT 1 t-ull EXECUTIVE D I REC TOR DA TE PARKS9, RECREA T ION AND COMMUNITY SERVICES EXECUTIVE DIRECTOR DA TE PURL I C WORKS AGENCY CITY ENGINEER DA TE PREPARED UNDER THE SUPER V I S ION OF: SHEET 1 of 13 1 I I FILE NO. )E REVISIONS REFERENCES PREPARED UNDER THE SUPERVISION OF: DATE NUMBER DATE INITIALS DESCRIPTIONS APPRVD PLANS BENCH MARK # ELEV. DAVID D. NIKNAFS R.C.E. NO.: 42697 9/23/03 DESIGNED DRAWN R/W APPROVED CHECKED RECOMMENDED AUTHORIZED TO CONSTRUCT SCALE: I " : 20' � I • CIVIL ENGINEERING NE3CE, Im ' 17501 E. 17th St., Suite 270 • TRAFFIC ENGINEERING Tustin, California 92780 • SURVEYING & MAPPING Tel: (714) 573-9999 Fax: (714) 573-9877 I • PROJECT MANAGEMENT Email: info@nbceinc.com www.nbceinc.com SITE PLAN SANTIAGO PARK PUBLIC WORKS AGENCY CITY OF SANTA ANA SHEET 2 ::4 Ld Fitt 5 7 1 CR EK - 61 01 __ �. 7777777777 r - e _ 4 i ! i! i! ii f! i ii ii i I1 liili iC I( 1 l !I i g ¢ 'gip. g a 4 PROFILE SCALE= -: "=10' HORN.: 1 _ "= VER T.: 1 2.0' _ 7--+­ __T I I T_ 1w CONSTRUCTION NOTE V PROTECT IN PLACE. JOIN EXISTING. V CONSTRUCT METAL HAND RAILING PER APWA STD PLAN N0.606-1. 4 REGRADE AND CONSTRUCT 6" THICK PCC RAMP „ WITH #3 REBAR @ 18 O.C. EACH WAY OVER COMPACTED SUBGRADE. ADJUST COVER TO NEW GRADE. 6 REGRADE AND CONSTRUCT 6" THICK DECOMPOSED GRANITE GRAVEL OVER COMPACTED SUBGRADE. 7 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE WALL, 4` LONG. 24" TREE 0 5' 10' 20' 2 SCALE: 1" 10' 1+00 155.11) GR t(155.1 ) LO GR t ,�---- ,. 00 N : 1+50 2+00 W ,- w U-) U <v 154.89 _ � � TOP OF PIPE Q w .-. w v � v 6 `, r� 151.29 �� Q tr v "� w fl °� FL —PIPE R N CAD Q Q Q �"' t -) m h 0 w � _� d- _ Q w W p 148.81 A_ � `� ~ OR v 1 3�85 G c� 1 o af 5 3 C ANC r� m 0 Ki - WALL �- , LO ,N o OT. G DER (1 9/.68) ` N , m A- ' 151.98 GR "�' Cxj(1531.00_ 150.2 LO � 3 ..- -6.55 CLEARANCE 7.05 CLEARAN GR `- BOT. GIRDER (159.55) LIGHT 152.22 BOT. GIRD 159.03) WALL 152.08 % 52.24) GR LL 2 2.22 GR 6.96' CLEARANCE OP --OF BOT. GIRDER 159. 8) �� .y �.. 15 . a. 1 .52 G .3 4 �. _____ 154.58 WAL 'p'► k _ �_._ --------- s2 155.28 1 .39) PP 154.77) 3 GR �s 54. GR ) 'A �� z TO OF PIPE _ 6_ �._ 0 CK _-- Q U 42� sr, a-, X �0 0 s N— l.L . � ��o - °° —' �� �'� �' v w vi 5 1 3 L � � 3 .� �� z U Ln `� 155 S- E Q z v R h �--� w, v `c o Of Q ELE 1 c,�cr°)' N� z _ A' � Q U W 0 � B X �0') z %n 0') U L o)' U Q W IUj -0 �I � w ~ <v �� o U 0 o (0 m L0V)0 Cj� m �� to N N o � � 2+50 � 1 --- � 6 -- 5 N S C4 A_ l 1500 ± 30 ,, ,5 Q ._ - f wall 4 J fl R � � <J 00 R o °o t0 � 'Wall 1 MS) _. 168.1 66 .a3 QRO'FSSIpNq ��•J�� D. NIA-LO No. C-04 697 ■ CIVIL ENGINEERING NBCE, Inc. 17501 E. 17th St., Suite 270 Exp. 3-31-04 * ■ TRAFFIC ENGINEERING Tustin, California 92780 CIVI\- F��• Fax: {714) 573-9999 ■ SURVEYING &MAPPING S73 9877 OF CA�� Email: info@nbceinc.com ■ PROJECT MANAGEMENT www.nbceinc.com FILE N0. REVISIONS REFERENCES PREPARED UNDER THE SUPERVISION OF: DAVID D. NIKNAFS 42697 R.C.E. NO.. DATE 10 j7 J03 / / TRAIL IMPROV.EME�T PLAN SANTIAGO PARK PUBLIC WORKS AGENCY CITY Of SANTA ANA SHEET 3 NUMBER DATE INITIALS DESCRIPTIONS APPRVD PLANS BENCH MARK # ELEV. DESIGNED KL DRAWN DC R/W APPROVED CHECKED RECOMMENDED AUTHORIZED TO CONSTRUCT `�� ,k Ilk, CONSTRUCTION RAL NOTES 1 CONSTRUCT 12"X'I2" DRAIN INLET BROOKS PRODUCTS OR APPROVED EQUAL. 1. SEE ARCHITECTURAL .AND STRUCTURAL DRAWINGS FOR WALL AND COLUMN CONSTRUCTION DETAILS. INSTALL 4"0 PVC ($DR 35 OR EQUIVALENT) STORM DRAIN PIPE. 2. ALL GRADING WORK SHALL BE DONE IN CONFORMANCE WITH THE; LATEST EDITION OF THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 457 AND LOCAL ORDINANCE. 3 INSTALL 6" O PVC (SDR 35 OR EQUIVALENT) STORM DRAIN PIPE. 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CONSTRUCT WALL PER ARCHITECTURAL DRAWINGS. CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT. 5 CONSTRUCT COLUMN PER ARCHITECTURAL DRAWINGS, 4. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, S CONSTRUCT STAIRS PER ARCHITECTURAL DRAWINGS. TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. JOIN EXISTING. 5. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRNASPORTED FROM THE SITE BY THE FORCES OF WIND OR WAFER. 6. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 7. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 8. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THIS SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABLIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.. FILE NO. REVISIONS REFERENCES NUMBER DATE INITIALS DESCRIPTIONS APPRVD PLANS BENCH MARK 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND SURFACE GRADE ELEVATIONS, UTILITY CONNECTION ELEVATIONS AND LOCATIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR DELETIONS FROM THESE PLANS. ALL CHANGES TO THE PLANS MUST BE PRESENTED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE ENGINEER OF RECORD IN WRITING. PREPARED UNDER THE SUPERVISION OF: DATE ELEV. DAVID D. NIKNAFS R.C.E. NO.: 4269 9 f 23/03 DESIGNED SN JK DRAWN JK R/W APPROVED CHECKED RECOMMENDED AUTHORIZED TO CONSTRUCT Po��y -14"P S 0*z�' 4* (voffil • CIVIL ENGINEERING NE ICE, Inc. 3 31 4 �.�- 17501 E. 17th St., Suite 270 v 4 TRAFFIC ENGINEERING Tustin, California 92780 �. CIVIL �'��� ® . SURVEYING & MAPPING Tel: (714) 573�-9999 A�i�p Fax: (714) 57'3-9877 G PROJECT MANAGEMENT Email: info@nbceinc.com www.nbceinc.com GRADING AND DRAINAGE 1w & A SANTIAGO PARK WILDLIFE HABITAT VIEWING "'17 PUBLIC WORKS AGENCY f Al aimension ` Vw /0 SUBMITTAL NOT RELEASED FOR CONSTRUCTION TeXT dimension wall doors/ win do millwork �_hatch/flll border detail grid 9 91-51/211 paper edges scratch 31-611 3-5 1/211 /'18 A'\ 00, 161.92' f.s. 15 E. 161.92' f.s. I-01f center point 163.67'f.s. f min. of viewing arc - / I j 1 114"- 1 1/2" dia. pipe - handrail mount ......... .... 00 btwn 34"-38" abv. 0 ............ ....... Gpo C nosing CPI ............... I .. .... .. ............ .... ... ..................... :�Y) ........ co .................... V: 04 co S' .... co ':j. .......... ........... rise .... 163.67'f.s. 0 .... .. .... CD .. ..... .................... ............ ... ...... .......... ... ..... . ......... ... ..... X.x risers7:;::::::::. X _0 i. 1. ... .......... . . ...... co 16 .......... Is-, * ...................... . 2.05'f. .... landing .......... ... .... .... ........................ . . ........... ..... .... ....... ............. "163 ...................... . .. I .... ........... .......... .. .................. .. . , ........... 36-9 1/2" R f. %XV 62.05.. .......11 .... ........ ---- ------ min. .......... rN ........ X. ........... ...... .......... ..................... .... ..... ........ ............... X* .... SD ............-.-.-..... .......t.v..... ._............. ------: *A It- r o : .... ....... ......... ....-P.1..6.3....8...'..f... .....s........:.:.­.........'. ..­ ........... ............... . .. ....................... ...... .................... .................... .... ... 0 X....... 'F h. .... ....... . ........... V.... ................ .. ........ .............. ....... . ....... T. ...... .......... ........... . ........ X ........... . ...... ............. 18 B .................... ....... ­* ­_ ....... ............ . ....... ............ ........... .............. .................. ............ ...... ....... ......... . ............... ......... 'M , * ........ ... ........ .......... ...... . ....... ............ ............ ............. . ........................ ........... . ............ ............... ......... ...... ... ............................. . .................. ...................... .......... . ..... ........... ........................ ......... ...................... %%%'. .......... ................ ............... ......... ..... ........ ........... ............................ ............ ...... itone 1�6n`ch' ......... ..... ... ... ..... . ...... ............. . ........ .. ................ ...... ........ ............. ....... .......... .... ...... ....... 164.5typ..:*%%' ........ ....... ............... .......... ....................... .. 1 1-11 11 min. IF ...... ........ .. . ...... .......... ....................... ........ -10 ...... slope ........ ....................... ........... .......... : 231- 11 R 15 D - -:::- - , ::' p ............... .. . .......... :ft' - Or' e r 18 C .......... *::: ............. ....... ......... %'... ............. ............ ...... �r ......... %'... ........... ....... . .......... ............ ... .... ......... ......... ..... ........ . ....... .......... ............ typ. stair detail ............... ........... .. ...... *'**'­" I., ........... ............ . ........ ............ ...... ........ ...... ....... ...... .... ...... ............ ....... ..... .............. . ......X: *.-.slope no tc�::"*'*.....-'*:* ...... 164 0'f.s.**'*%**'­ ............... ................ ............ .......... -::exceed 5%:: ........ ....... ............. ................ .... .................. ... ....... .. ................... ....... . .................. ............ .......... ......... ........... .* .. ................. ................21 6 ................ ................. ................. .. .............. ....... .... ................. .. ............... ................ ce) CV) ................ ............... J. .................... .. ......... ......... .... ...... TYPICAL STAIR 6 .. ....... ........ v. ............... .............. ....... 04 Scale: 1/2 1 -0 ............ ................. top of wal 165.0'typ. C%j co ........... * .. ....... ....... ... .............. ............. 121-01' R 0 ....... co C\1 . ......... .............. ............... .............. ................. existing light to remain ............. > ........ slope not to C-4 .... .... ............. -::::::::::exceed ........ .... ..... .. ........ % ............. stone bench ............. .............. .... ....... ...... ............ ......... I ............wa11165.01 . QC integral colors COBBLE SIZE ............ slope bench ................. .......... .... .... ......... n landsaped .......... fop to drain shaded area indicates shad ..... ..... berm Natural 10 ........... .................. 4" conc. paving with no color) .......... . ........ ... ............. #3 24" o.c. typ, .......... I...: C14 ........... ........ PEA GRAVEL ........... ....... 2. Graphite ........... ...... % ......... X 0 ............. .......... .......... .. ........ ... .......... co ............. .......... .......... ..... ......... 3. Satin Gray .......... . ......... 0 ........ .... ... DID .............. ......... ............. ............ ....•..... *A I.' PEA GRAVEL .5 X Xx ... ... ........... 4. Pebble Beige• DID . .................• ...... ......... ... ....................... CN .•,D■IDtl 0 .... ........... ..... I paa • 5. Saddle Broom I■I• a 0 0 a 0 In I I I 1 6 1 I. ...... . ............ ..... U") 6. Sadnsfone Buff ...... ....... . 5:5 164.8'f.s. X ....... 1/2" to 71" Diameter Cn - - - - - - - - - - - - - - - - - - - - — IN -boulders typ.---== 165.0'f.s. center point of wall arc center point of site arc 2" to 3" Diameter 6-8 1/2 , - ____ Z__� I north -- - - - - - - - - - - — - - - - - - --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - Ll 61-101/211 201-31/211 1 211-61' 71-611 6" to 8" Diameter MM el 7r 561-211 01100.01 handrail A14 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 (714) 567-2400 FILE NO. existing wall to remain 165.0'top of wall RON YE00 C3567, RENEWAL 6/30/05" NUMBER I DATE 11NITIALS 11110121 RON YEO, FAIR ARCHITECT, INC. 500 JASMINE AVENUE, CORONA DEL MAR CALIFORNIA 92625 P:949-644-81 11 F:949-644-0449 REVISIONS DESCRIPTIONS APPRVD I PLANS IWATER & SEWER ATLAS: #M-6 Scale: 114" = l'-O" REFERENCES I BENCHMARK # 00-000 view elevation ELEV. ### ! E:) 2 "\ wall pattern configuration repeated on all walls Scale: 1/4" = V-01' berm - boulder bench KEY TO WALL COBBLES f— boulders1yp. A--� typ. earth wall. line of exist. grade stone wan bench elevation UC PREPARED UNDER THE SUPERVISION OF DESIGNED 0 0 / 0 0 R/W APPROVED RECOMMENDED APPROVED ­1 _ . NO. DRAWN 00/00 CHECKED 00/0() SENIOR CIVIL ENGINEER R.C.E. NO. 36Q6.0 ------------ - Not to Scale 112 Scale: 1/4" =71 1-0, 118 PROJECT NO. XXX. DATE PLAN -RIPARIAN RIAN VIEWING STATION 00/00 SANTIAGO PARK WILDLIFE HABITAT 00/00 VIEWING FACILITY PUBLIC WORKS AGENCY A-1 CITY OF SANTA ANA SHEET XX OF XX 90"Wft/0'r SUBMITTAL - NOT RELEASED FOR CONSTRUCTION TEXT : dimension wail doors/windo1 millwork hatch/fill border detail grid paper edges scratch no. 12 gage wire veneer ties max. 12in o.c. horz. & vertical stone veneer concrete masonry wall I slop '.5:1 11'-5 1 /" 7'-0 1 /2" 20'-7 112" 1 20'-3 1 /2" ---------- -------- 7'-0 1 /2" 1i'-6 1 / center point of site arc � 1 existing --._.______--- _ ...__._....________ _ pilaster refer to structural 1 3'-211 path 165.5 f.s. and beam connection 166.0' f.s. detail refer to structural join to ex# ing p th ......... ... ........ ... — —.._._-------._.._--------_.------------- _ � > � __ � _ .____. ..... ... — i s - t - t ! - t c� �' o ♦ e /^} t t.J i s / ♦ slope 2.5:1 t i ® t r �' ... .... . t } existing light to re� . e ! t ! ♦ ♦ f ...= ® 1 t slope slope ° 1 -° r r e > �! / / ! t ♦ ♦ l ► 1 /4" + per ft.:'�:� :..•. :1 /4" per ft. , ® ! t ` slope 2.5:1 do 00 12 1 'p S i �, i / ! t ♦ X. meandering ! t ! ♦ / 25'-11 1 /2" R -.:.., eander ng edge, ♦ : x: LI :....•.:•.• ! t ''`'`''''''' max. for meandering of concrete wa(kt ! ® e :��'.•:.::. :: '. •,' x. wa( / e 1 all pilaters ! ! t t ♦ , ,� y ::::::::::::::::::::.:•.:::..�: 2Q -i 1 1 /2 R 6 ! ♦ t eE h nn # / se c a e/ •=:�t�:-::�.��:�:�: ��:�:�:�:•. �r min. for eander(n �:�s: •:,�: beam abv. ! t r t ♦ e walk - ! ! i / 1b j b .. ! e t' o®s..'.'• .► i �•: 1 #andS ap e d ��area s shaded ade d are a in # at s 4 conc. paving with #3 24 o.c.tYp c- v -- t--- ..- N e — •; 23-5 1 /2" R centerline!~ t ! -- .. •� ®! -- of harm # c e N. t t ( t--._ / 20 '\�, �► .:::�*;�;:•: tip', s;;::::d:-: :�:;:••• (� 00 I.00 .. r e ds i I X. ......... �.. - ..:' .•- ::: '.Y. . s . . . �, N . +.•: •:. :,,::. t .lo ove rhang rhan : r... g g f 166.83 .s..�.-. :© :d pat ..;: .lder s ats fpl ♦ 1 6 t „ 3 R ! ♦ 0 -b 167 -- e , ! �:t: ! ! ;, 000 -•1 1" grout space RENEW 6/30/0 999 TOWN & COUNTRY ROAD F ORANGE, CALIFORNIA 92868 (714) 567-2400 FILE NO. NUMBER t DATE JENITIALS t ! t t slope 2.5:1 N Max. -.-..._ .168' l j t top of berm 169.83` 170.33' top of wall �1 12 L, 2'-011 `�.. existing grade lines - tYp .- rA00 169',, I U.l RON YEO, FAIL► ARCHITECT, INC. 500 JASMINE AVENUE, CORONA [DEL MAR CALIFORNIA 92625 P:949-644-8111 F:949-644-0449 REVISIONS DESCRIPTIONS APPRVD I PLANS WATER & SEWER ATLAS: #M-6 Scale: 1/4" = P-0" NORTH ELEVATION REFERENCES BENCH MARK # 0 0 — 0 0 0 ELEV . ### PREPARED UNDER THE SUPERVISION OF DESIGNED 0 0 / 0 0 RIW APPROVED RECOMMENDED APPROVED SENIOR CIVIL ENGINEER e.w .nwurr se e; sEc-rIoN -c••l" ^R : C M . NO DRAWN 0 0 / 0 0 CHECKED 0 U / 0 0 R.C.E. NO. 36„060 "%, Scale: 1 /4" = P-0" Scale: 1 /4" = 1'-0" 101 12 Scale: 1 /4" = 1'-0" 118 PROJECT NO. DATE PLAN - WOODLAND VIEWING STATION 00/00 SANTIAG"' 0 PARK W.. ILDLIFE HABITAT 00/00 VIEWING FACILITY PUBLIC WORKS AGENCY A-2 CITY OF SANTA ANA s„sa,. �c OF xx • � � � y � r � r � r � r TeXT cilmen wall doors/ millwo hatch, horde detail paper scratet slon wlndouNq rk 2001 CBC ,fill 15 CONSTRUCTION NOTES: r d grid General: Concrete Masonry Unit CCMU): edges I All details, sections and notes shown on the drawings are intended to 1. All masonry construction per California Building Code, Chapter 21. 774N be typical and shall apply to similar situations elsewhere, unless noted 2. Reinforced block masonry: assumed design strength fm = 1,500 psi. otherwise. Notes and details on drawings take precedence over 3. Units shall be normal weight (or lighter) concrete block, Grade N, k veneer t general notes and typical details. conforming to ASTM C90 with a minimum compressive strength of 2,000 Le 2. All workmanship and materials shall conform to the requirements of the psi. f 12 12 lir N 8" cmu wall governing building code. 4. Grout shall be of fluid consistency, grout mix shall be (by volume) I part S_ S-2 J/ 3. Refer to architectural drawings for elevations, slopes, stairs, curbs, cement, 3 parts sand (fine grout) and may contain an additional 2 N drains, depressions, railings, waterproofing, finishes, etc. parts pea gravel if spaces are 4 inches or more in every direction 4. Contractor shall verify all dimensions and, conditions at the site and (coarse grout). fc = 1,500 psi at 28 days. Grout shall be mechanically face of footing below shall report any discrepancies to the architect/structural engineer. The consolidated (vibrated) per CBC 2104.6-2. contractor shall be responsible for coordination of all work and 5. Mortar shall be Type S, (by volume) I part Portland cement, 3 1/2 parts materials including those furnished by sub -contractors. sand, 114 to 1/2 parts lime putty or hydrated lime. f'c = 2,000 psi at 28 rl 5. All ASTM designations shall be as amended to date unless noted days. L7 otherwise. 6. Reinforcing shall have a minimum lap of 48 bar diameters or 2'-0" which 3-2 6. All omissions or conflicts between the various elements of the working ever is larger, unless noted. otherwise. 10 typical slab on grade: drawings (and/or architectural specifications, where applicable) shall 7.. All block walls to be running bond, unless noted otherwise. %* 1�_9f. 4" thick concrete' be brought to the attention of the arch ifecf/strucfu ral engineer before 8. Concrete surfaces shall be cleaned of all laltance prior to setting reinforced with proceeding with any of the work involved. blocks. #3 bars at 18" oc 7. All concrete is designed by ultimate strength design. 9. Grout solid all cells of retaining walls. typical slab on grade: each way at slab 8, Refer to the architectural specification (where applicable) for 10. Do not backfill retaining walls until all concrete and masonry have 41' thick concrete, 10 10 X ♦centerline, information not covered by these General Notes or the structural attained their design strength (28 days minimum). reinforced with S-2 S-2 log beam typical.: over 12" properly drawings. 11. All retaining walls with slab ties at fop shall remain shored until upper #3 bars at 18" oc V, • compacted subgrade 9. Continuous (or special) inspection shall mean inspection done slab has been poured and attains design strength (28 daysminimum). each way at slab 16" min. 0 at mid-Sp(In, continuously by a registered deputy inspector currently licensed by the centerline, veneer city and approved by the architect and engineer. 12 min. 0 at small end, Reinforcing Steel: over 12" properly 10, Contractor agrees that in accordance with generally accepted install w1ht small end T, .4. > compacted subgrade at columns, per % \ 8" cmu wall construction practices, contractor will be required to assume sole and 1 . Reinforcing steel shall be new stock deformed bars conforming to > .10-4 complete responsibility for job site conditions during the course of ASTM A615 b QJ 01_1� => detail 14/S-2 construction 'of the project, including safety of all persons and property; a) #4 bars and smaller --------------------- ---------------------- Grade 40 face of footing below tht this requirement dto b) #5 bars and larger ---------------------------------------------- Grade 60 C8 x 18.75 channel, !YP 1 ashall be made apply continuously and not be 2. Electric weldedwire mesh shall conform to ASTM. A 185 (except at slabs "r limited to normal working hours, and contractor further agrees to installed with legs facing J on grade which may be GR40)• down, attach to log face of veneer above Ldefend, indemnify and hold design professionals harmless from any 3. All bars shall be free of loose and flaky rust and scale, grease, or other beams wl 14 finished grade, cmu and all liability, real or alleged, in connection with the performance of materials which might affect or impair bond. (2) 3/4" 0 x 6" S-2 J typ pedestal below work on this project, excepting liability arising from the sole negligence 4. All bends to be made cold, lag screws of design. 5. Bars noted "CONT.", typical wall reinforcing and vertical column 11. The design, adequacy and safety of erection bracing, shoring, reinforcing shall be lapped 48 bar diameters (24" min.) at all splices. temporary supports, etc., is the sole responsibility of the contractor, and Stagger adjacent splices in horizontal wall reinforcing 4'-0" minimum. has not been considered by the structural engineer. Vibrational effects 6. #5 and larger bars shall not be re -bent without prior approval. of mechanical equipment have not been considered by the structural 7. All welded reinforcing steel shall be ASTM A706. Low hydrogen E90XX AIM Scale: 1/8" 1'-0" engineer. The contractor is responsible for the stability of the structure RIP 'A' RIAN VIE W.. ING STATION Scale: 1/8" 1'-0" WOODL "'ID VIEWING STATION prior to the application of all walls, roof and floor diaphragms and finish welding rods shall be used for welding of reinforcing bars. All welding material. Contractor shall provide the necessary bracing to provide of reinforcing rods shall be by an approved fabricator or have stability prior to the application of the aforementioned materials. continuous inspection by an approved testing laboratory. 12. Observation visits to the site by the architect/engineer's field representative shall neither be construed as inspection nor approval of Veneer: construction. 1. All veneer construction per California Building Code Chapter 14. 13. During and after construction, builder and/or owner shall keep loads 2. Brick veneer units may not exceed 5" in thickness and may be on structure within the limits of design loads. anchored to wood studs as follows: 14. In no case shall working dimensions be scaled from plans, sections or 1" minimum grouted backing space which is reinforced by not less than details on the drawings. 2" x 2" number 16 gauge galvanized wire mesh placed over waterproof 15. Provide drainage at the base of any retaining or basement walls, paper backing and anchored directly to stud construction. The stud 16. Shop drawings shall be submitted to the building department, spacing shall not exceed 16" o.c.. The galvanized wire mesh shall be architect/structural engineer prior to fabrication with sufficient time for anchored to wood studs by galvanized nails at 6" oc with a 1 1/811 review of design intent (minimum of 10 working days), minimum penetration. If this method is applied over solid sheathing the 17. For proper field observation, the archifect/strucfural engineer shall be mesh must be furred for embedment in grout. The wire mesh must be notified of the various construction phases. attached at the top and bottom with not less than 8d common wire nails at 811 o.c.. The grout fill shall be placed to fill the space intimately Special Inspection & Field Observation: around the mesh and veneer facing.. 1. Special Inspection shall be provided in accordance with CBC Chapter 17 for the following procedures: Wood: a. Structural welding (except welding performed by an approved 1. All wood construction per California Building Code, Chapter 23, fabricator's shop) per CBC) 2701.5.5. 2. All structural, lumber shall be Western Woods, unless noted otherwise, b. Field welding (none is anticipated, but may be required due to and conform to the grading rules of the Western Wood Products field conditions). Association. Refer to architectural drawings for additional appearance C. Concrete block as specified in detail XX, for the lowest 30" of the requirements. retaining wall. a) log members --------------------------- Grade #1 2. Structural observation by the architect/engineer is not required for this minimum design values shall be: project. fb = 900 psi, Fv = 65 psi,"E = 1,100,000 psi) 3. All bolt heads and nuts which bear against the face of wood members Foundation: shall be provided with washers. 1. All foundation construction per California Building Code, Chapter 18. 4. Holes in structural members for pipes and conduits shall comply with 2. Refer to Geotechnical Investigation by:. the building code. Southern California Geotechnical 5. Pre -drill all holes for 20d and larger nails, spikes and lag bolts.. lead 1260 North Hancock Street, Suite 101 holes for logs shall be as follows: Anaheim, CA 92087 a) Shank portion - some diameter and length as shank. (714) 777-0333 b) Threaded portion - 60 to 75% of the diameter of thread and Job No: 02G212-1 Dated: September 18, 2002 some length as thread. Solis investigation and its amendments shall: be considered part of the contract documents. Structural Steel: 2. Allowable soil pressure of 1,500 psf. 1. All steel construction per California Building Code Chapter 22, and the 3. Carry all footings 12" into natural grade or approved compact fill. latest AISC standard practices. DETAIL TITLE 7 DETAIL. TITLE Scale: 114" I' -Of' 8 DETAIL TITLE Scale: 1/4" 1'-0" 9 DETAIL TITLE Scale: 11411 1 '-Of' Actual elevation of bottom of footings shall be as directed by the soils 2. Members shall conform to ASTM A36. Scale: 1/4" 1'-0" engineer or building inspector during construction. 3. Pipe columns shall conform to ASTM A53 for Grade B pipe. 4. All footings shall be inspected by the building department prior to 4. All structural steel tube shall conform to ASTM A500, Grade B. pouring concrete. 5. All bolts shall be unfinished, conforming. to ASTM A307 of sizes shown on 5. All water shall be removed from foundation excavations prior to the drawings, unless noted otherwise. pouring concrete, 6. Bolt holes in steel shall be 1/ 16 inch larger in diameter than the normal 6. Provide two copies of a compaction report reviewed, accepted and size of the bolt used, except as noted. stamped (with shop drawing stamp} by the legally resonsible building 7. All welds shall be in conformity with the Standard Code for ARC and designer. The reports are to be submitted to and accepted by the Gas Welding of the American Welding Society. All structural welding Building Safety Division prior to call for foundation inspection. shall be performed by certified welders using the electric arc process Concrete: with approved electrodes. Use low hydrogen electrodes for bolts and 1. All concrete construction per California Building Code, Chapter 19. reinforcing bars, Continuous inspection required for field welding. 2. Concrete to obtain a 28 day compressive strength of 2,500 psi, At 8. All steel items shall be hot dipped galvanized, including structural contractor's option, contractor may provide documentation that channels, connectors and bolts. sulfate concentration is less than .02% and use 2,500 psi concrete, 3. 2,500 psi concrete mix: minimum of 5 sacks of cement per cubic yard of concrete, maximum of 7.5 gallons of wafer per 94 pound sack of cement, maximum slump of 4". Cement shall conform to ASTM. C 150, Type 11 (or engineered mix design to strength).] 4. Hard rock aggregates shall conform to ASTM C33. Their maximum size shall be 1 1/2" inches for footings, caissons and grade beams and I inch for all other work. 5. Concrete cover at reinforcing shall be as follows: a) poured against earth ----------------------------------------- 3" clear b) exposed to earth but poured against forms --------- 2" clear c) slabs on grade ---------------------- - -------------------------- at mid -height d) main bars in beams and columns ----------------------- 1 1/2" clear e) bars parallel to cold joints ----------------------------------- 2" clear 6. Reinforcing shall have a minimum lap of 48 bar diameters or 21-011, whichever is larger, unless noted otherwise, 7. All reinforcing steel, dowels, anchor bolts, and other inserts shall be secured in position prior to pouring concrete. 8. Continuous by an approved deputy inspector is required when the design of the concrete exceeds 2,500 psi. DETAIL TITLE 1 1-011 13 DETAIL TITLE Scale: 114" 1'-0" 14 9. Anchor bolts shall be embedded into concrete per CBC Table 19-D, unless noted otherwise. eg J\ RO It C 5, _J G9 RENEWAL 6/30/05 RON YEO, FAIA ARCHITECT, INC. DETA IL TITLE 15 16 CONSTRUCTION NOTES 999 TOWN & COUNTRY ROAD it 500 JASMINE AVENUE, CORONA DEL MAR Scale: 1/4" 1'-0" DETA I L TITLE Scale: 114" 1'-0" ORANGE, CALIFORNIA 92868 IV3 CALIFORNIA 92625 P:949-644-81 11 F:949-644-0449 (714) 567-2400 PROJECT NO. XXX FILE NO. PRE 3PAED UNDER O RNDR THE SUPERVISION F I OWN DATE REVISIONS REFERENCES CONSTRUCTION NOTES & STRUCTURAL PLANS NUMBER DATE INITIALS DESCRIPTIONS APPRVD PLANS BENCHMARK 00-000 ELEV. ### WATER & SEWER ATLAS: #M-6 DESIGNED 00/00 DRAWN 00/00 00/00 ANTIA PARK WILDLIFE HABITAT R/W APPROVED CHECKEDOO/00 00/00 RECOMMENDED VIEWING FACILITY ------- APPROVED PUBLI WORKS AGENCY S.1 SENIOR CIVIL ENGINEER R.C.E. NO. 36060 CITY OF SANTA ANA SHEET X& XX rn ol y ku? "M - -- ---- ----- - - - - - - - - - - - - - -- 90% SUBMITTAL -NOT RELEASED FOR CONSTRUCTION TOXT dimension wall doors/windo millwork hatch/fill border detail grid paperedges scratch 8" veneer # 5 cont. 8" cmu, grout solid #5 at 3211 oc vertical bars #5 at 32110c horizontal bars 4" 0 perf. drain pipe sloped to drain, wrapped in 1 cu ff/ft crushed rock w/ filter fabric 10 (2) #5 bars t & b note: provide special inspection for bottom 24" of cmu wall ILDLIFE WALL 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 (714) 567-2400 FILE NO. • finished surface NNOMM.W."NP .......... .......... T... . ........ . ------- . ...... ::-1- 5 1/4" waterproof 1-011 3 Scale: 3/41' = P-0" wall below veneer A RON YRO C3567 RENEWAL 6/30/05 RON YEO, FAIA ARCHITEtp-o"Iff-, INC. 500 JASMINE AVENUE, CORONA DEL MAR CALIFORNIA 92625 P:949-644-81 11 F:949-644-0449 REVISIONS NUMBER DATE NITIALS DESCRIPTIONS Scale: 3/4" = P-O" Scale: 3/411 = 1 1-011 log beam 411 411 (3) 1 0 mb C14 C 1/411 x 411 x 1211 E bearing X. plate 1.0 1/4" stiffener plate 1/21' x 12" plate top of veneer ------------------- - -- ----- - -- ------------------- 1/2" x 12" sqr. base 1 1/2" drypack plate w/ (4) 3/4" 0 x 10" ob w/ leveling (3) #3 ties in top 5 --1 nuts For AV erA M—WA— �� s �iiiii�ii U I I 10.S1 2 U COO Aomk ANV& ANIL NO'OECTION Scale: 1 1/2" = 1'-011 VRVI IVVI (3) 1 11 0 mb log beam column below 12" x 32" cmu r L--- ------- 11411 x 411 x 1211 bearing plate 1 1 /2f1typ #5 cont. 8" veneer 8" cmu, grout solid 110c #5 of 32 vertical bars (2) #5 bars f & b 1,0011 :7 111 . . ... ... nor "- alternate bends 1. lap 114" stiffener plate 1/2" x 12" plate CO 04 1/2" x 12" sqr. base plate w/ (4) 3/41, 0 x 10" ab w/ leveling nuts 01110.04 Scale: 1 1/2" P-O" waterproof --finished surface •1-011 - .......... " -------- E (y) Scale: 3/411 1 1-011 (2) #5 vert. (2) #5 vert. a bars uno bars uno --!I corner bars same size, and spacing a horizontal Cxlt� comer corner s lap - reinforcing, typ indicates reinforcing lap, refer to reinforcing notes 1800 standard hook at all horizontal o- reinforcing or added dowels (as shown) which shall match I horizontal reinf. size and spacing footing or grade beam below per - - - - - - plan (2) #5 vertical r end wall cZpQning jamb or end bars, typ uno plan view of lngLe-kiyer reinforcing 01110.07 CM 10 W ILDLIFE PEDESTAL Scale: 3/4" V-0" 15 TYP. CMU REINF. LAYOUT Scale: (none) 16 R I PrA- IRIAN BENCH PRE DER THE SUPERVISION OF PARED UN I DATE I log beam, kerf to fit plate (3) 1 0 mb connection per Sim 0 0 0 0" 0 0 0 W W 0 0 W W W 0 Iry REFERENCES APPRVD PLANS BENCH MARK # 00-000 ELEV. ### N© WATER & SEWER ATLAS: #M-6 DESIGNED 00/00 DRAWN 00/00 RIW APPROVED CHECKEDOO/00 RECOMMENDED ad PROVED R.C.E. NO. 36060 00/00 00/00 note: 2" wide contrasting refer to architectural, warning stripe, plans for number located within V of risers of nose of stair, stripe shall be of least as slip resistant of rest #3 nosing bar of tread /reads 12" slab & reinforcing -- *T match slab per plan thickness, min. 1 1/2 Max ---- ------ .. ..... r -------- 1/2 ...... radius 'TT" ......... . ..... ....... . ......... � -------- ---- . ........ ........ ... ....... .......... . ........... IT ......... ;"D Q 01110.s12 v 11 Scale: 3/4" 1 1-0-1 SLAB STEPS Scale: 1 1/2" P-O" 1121 (2) 1/21' 0 x 611 lag screws at 411 oc to log beam steel channel per plan with legs facing down ------------------------- ------------------------- log beam per plan 01110.sl3 Scale: 3/4" = 1'-0" 17 CHANNEL CONNECTION Scale: 1 1/211 = 1 1-011 18, PROJECT NO. XXX STRUCTURAL DETAILS SANTIAGO PARK WILDLIFE HABITAT VIEWING FACILITY -1 PUBLIC -...RKS AGENCY S-2 CITY OF SANTA ANA SHEET X,6F XX 90% SUBMITTAL -NOT RELEASED FOR CONSTRUCTION,