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HomeMy Public PortalAboutCrystal Springs Road, Tulane Road to El Cerrito Avenue0 6 T REORDER a 2 VEZT 1 g NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APWA STANDARD SPECIFICATIONS, 1988 EDITION. 2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 48 HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT -- CALL 1-800-642-2444. 3. CONTRACTOR SHALL COMPLY WITH ALL ORDINANCE AND REGULATIONS OF THE O.S.H.A. AND INDUSTRIAL ACCIDENT CHARACTER OF WORK, EQUIPMENT AND STATE, COUNTY AND CITY LAWS AND DEPARTMENT OF INDUSTRIAL RELATIONS, COMMISSION RELATING TO SAFETY AND LABOR PERSONNEL. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN POINTS OF ACCESS THAT ARE AGREEABLE TO ADJACENT LAND USES AND TENANTS. SAID POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. 48 HOURS PRIOR TO THE CLOSURE TO RECONSTRUCT THE EXISTING DRIVEWAY APPROACH AND DRIVEWAYS, THE CONTRACTOR SHALL CONTACT THE HOMEOWNER TO COORDINATE THESE ACTIVITIES WITH THEM. TO AVOID INCONVENIENCE TO THE HOMEOWNERS, DRIVEWAY CLOSURE SHALL BE DONE ONLY WHEN IT IS ABSOLUTELY NECESSARY. 6. PRIOR TO THE CONSTRUCTION OF THE BOMANITE DRIVEWAY, THE CONTRACTOR SHALL PROVIDE A TEST SAMPLE TO THE SATISFACTION OF THE HOMEOWNER AND THE CITY ENGINEER. BENCH MARK 56-006 RAMSET NAIL AND WASHER, LOCATED ON W'LY END OF W'LY RETURN ON CRYSTAL SPRINGS ROAD AT ALAMEDA DE LAS PULGAS SAN MATEO DATUM: 122.06 = MSL DATUM: 124.42 56-007 RAMSET NAIL AND WASHER, LOCATED ON W'LY END OF WILY RETURN ON CRYSTAL SPRINGS ROAD AT TULANE ROAD SAN MATEO DATUM: 117.24 = MSL DATUM: 119.60 J 386 USC & GS BRASS DISK, LOCATED AT CENTER OF TOP OF W'LY WINGWALL AT SAN MATEO CREEK ON CRYSTAL SPRINGS ROAD AT EL CERRITO AVENUE SAN MATEO DATUM : 72.37 = MSL DATUM: 74.75 e D LOCATION MAP LEGEND SCALE' I" 1rU EEL CI ET 1200' ABBREVIATIONS AB AC PT BL CL EXIST. FL FP INV LT RCP RT S STA TC TW V.G. AGGREGATE BASE ASPHALT CONCRETE ANGLE POINT BASELINE CENTERLINE EXISTING FLOWLINE FINISH PAVEMENT INVERT ELEVATION LEFT REINFORCED CONCRETE PIPE RIGHT SLOPE STATION TOP OF CURB TOP OF WALL VALLEY GUTTER 2 2 /0" V CONC. APRON IMP a PRECAST DROP INLET SECTION A -A DROP INLET DETAIL scALE I " = 1 - O" INDEX CONCRETE VALLEY GUTTER SANTA ROSA MODEL 1K DROP /INLET iv/TN HEAVY FRAME OR APPROVED EQUAL GRATE SHALL BE ,BOLTED TO FRAME .520- C - 2500 CONCRETE P' 0: 2"SAND OR 3"CRUSHED ROCK OR GRAVEL SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 TITLE, LOCATION MAP, NOTES, DETAILS, LEGEND AND ABBREVIATIONS PLAN AND DETAILS RETAINING WALL PLAN CROSS SECTIONS CROSS SECTIONS DETAILS AS BUILT 0 cu H hi hi \ \• Nrti i I •y ; Ityi t n a trt n et NI aZrti (VI SZI 6 MATCH <, LltiF cs s /Nsr 4LL RZG 5/6A/ RELOCATE Ex/sr. SIG F tE/N. Ov< EXIST TREE ST Z8t 50,8' RT END RETAI'V/NG JNAAL. L IS e6/,v cow. CUR4 C ONsrifvcr SR/CKs/p5WALK HECTING J e 44 rr5RN 1R/cK f.4 V/NQ PCP. L 574 /4,9 4#P i AND ?/7, s ro OWG.. t s J -8 47!. /APECOCAT E CX/S7 2He S/G/IS ..� `„ /rchiU✓ - .STA 12+ �. . ./p!N EX/S? CL/RL3 nth b L ni rig , c INSTA LL R26 RBI SS' S 33!19 4 .s 41/N. N Tht ny 41 6 .:: Pt /02 .47 ST A 7 404,o .s,,rr FL /04 . ?3 S TA 6+So, 0. 5/o . v . V.G. r .G, 574 70.50/0 .5 'RT f VG. bee FL /OS ..130 STAet0 0,O.3-RT , «VG. /0759 P7 VG. fr WALL STA B #5 72 , .0 tT. 0 KG.. FL /09 .D/ STA 90100,4 ,5 tr st.y.G •:, FL HO. 55 4 PO/WT V0. 1 CoreaS STA 9+80.87 2.3/ 'fir REMO VE txJsr o./. AND CO NSTRUCT SANTA RO SA MODE / K DROP J/ JLET GRATE = /J2 .SS '4 0C vG. FL • //3.42 STA /O+00, 2_ S RT STA /©►PO.0 0, 2. 7ORr END V.G. CcoNt'O, 41 TO ex19r G -..iCE wsT RU C7" Wile . CH , °AMP f./ \ PER' Orr sr o DW G. 4- 3-1-/56 END' .srk a,wo & , S .. , cc.*..'s .. ' 71L'R/ls - ,4/. 44E44 /As PrizGAS Ns/STALL R2 6 4410 R8/ SAMS STA 1e 99./5,7 82'»'7 . ./Ow ex4s7;, C&/RS 91 GOT TER 78.7 7 7C 78.27 FL REMO VE EX/ST. TREES $7A 2.S'O, 782 RT ENa CURDg GUTTE R 7r- 5164 LIP • 6465 REmOVE EXIST 0R4/N . INLET, /2Y kg "RCP AND INS TALL /0 PT: OO'e'RCPc+FSe:0 / 60# STA 204, 8'00r ., /; 'RT ow-v:4,6er 5TO SO h4H OV45, EX/ST . /6-50 R/�tt. c84.O /NV: -$I .O t• (ES T/MATIClj C ONFORM 70 EX44T.W6 44n -:Q,-;, . Lc - Remove/4NC RECCVVS7 1./C ,Ex/5T.• BAy1AN/re,OR/vE{0A' S EE DAYVE#V4V PROL7LE A F, VOv eANoRECONSTRv cr EX/ST A.C. 4fllvEWAY w -.w ST A 3#60.00, 7 0`RT.' I ,BEG4V RET. WALL 9940 7'YV STA 3+6 s:vo cowsrRc>cr RF_ FAJN71VG WALL LamIN cire- /NSr44L- /R 2; ,4NO RE/ SIGN STA 6+/4- CONS nec r' RETA IN/ #$1L 4. fei4.'A «EE , A 1)43 y 6 41 (ig AA Ns b e 04, STA 2^` 62.5'0 S, 1 `LT ,4 CCWSTRUCr C4. oJ° INLET O VER V> EXIST /2 "R CP SANTA R OSA MODEL 1 x a APPROVED seadge GRATE. ea -So a /NV. a 7.9.4 CO'Yflt39M TO EX15TING /NV8 'AC /N = 8© .50 /NST4a /02 .5 LP Or 4 5" Piet (.SUR .3S) Q S=0 .0582 STA .3,600j/2r ¢ V.G . FL= 85•.0/ ------ REMOVE AND RECONSTR UCT eslsr. CONCRETE DRIVEWA Y. APPROACH 5rA '3*33 .00 , 147- ¢, VG i • I FL- = 0 6.90 srAS +50 ,tL7tVG. ¢L 6 8./ .5 5TA3*eCv,4Rr 4 P / Q"Cavc. CUR'Q STA 3+6500, / "Lr CONSTRICT S AN TA RO S4 MODEL 1K LWCZa .WLEr e ve APr40 yco twat GRATE • d5 .47. 44,/V4""/N c 64. 7S /N'✓ crow- r 96.47 STA 4 *00, / 4T V .G. P"L = 9/.5! STA 4-.S O,/LT 0VG. FL -' 54. 38 -- _ STA :5'+00, /LT l V G. a •Y# . 79 r/v.: r44L $1/c LANE P4YE'Me,vr MARKING 5r.4 +So, / ALr t V. G. FL 99./10 4per TYPICAL sec 770A1 .47 it Pr Of SCRIP' a, :ift DIETERICH POST REO RDER NO . 103713 CD co • m m IN 0 MATCH IN ST ALL 7/ L F(t) C/TY FURN/SHED /2 "P. E. P. eS=o .06/ Sr4 7t 47 / Re, -fro ' RELOCATE Ex/ST. S/G 9( /RT STA 8#SO,44er D 0 CD cn r" N Pi O N O D N e 0 O V r Z C ONSTRUCT BR7CK.S/OEWA CA' PATTERN .BRICK PAVINGR AND 2/7, STD DIVG. t S - / y84 fl Q REL OCAT E EXIST /NG S/G I , s in m SURVEYED BY BC BOOK NO. DATE CD y A n DRAWN BY RLG DATE 2/91 CHECKED BY DC DATE 2/91 W 1.4 SCALE AS SHOWN PROJECT NO. 90 - 5780 I6' Fla STA /2.20. 04 it ✓O /N EX/ST . C URS D� /A/ST.4LL R26/ I R8/ SIGNS 1 BIKE LANE O .S ICl/N. 6 5C FL /0 2.47 STA 6 #8 5(S) CON STRU CT RET A/N/NG IVALL D RA/N. SEE ) STA 6+85(±) CONSTRUCT S ANTA ROSA MODEL //C DROP INLET GR ATE : / 03.6 0 t /NV ' /0/.60 REM OVE1REPLA CE .SLr OF E XIST/NG 6"!/CP 1V/TH 6"0/,9 SEE DETA/ L 4O Tills SNE"ET . ST A 7±00 , 5'R7 t VG. : /04 . /0 L S TA 6454 0.-3o Rr t. V.G S TA 7.50/0.5'RT ¢ V .G /05.9/0 A S7A & oo, O.S' .t T ¢I14 G. STA 630 /.01RT O V. G 5TA 9# 60.87 2.3/'RT REMOVE EXIST. D./. AND C ONST RUCT SANTA ROSA MO! _ L / DROP INLET STA /O#0O, as . MT it tee. FL =,- //3.45 CONSTRU CT WHE ELCHAIR RAMP Q PER C/Tr ST O. DWG. &S-/-/SB I 11+50 END STR/PING e S. E. CURE RE77/RAI A LAMELi4 LIELA S PILG4.$ CRYSTAL SPRINGS ROAD FROM TULANE RD. TO EL CERRITO AVE. PLAN AND DETAILS REMO VE EX/ 3r O?4 /N. INLET, /2 "ff/8 "RCP AND IN STALL /0 FT, Cis / 5" RCP V5=0-1 6014 S TA 2# 6800 ; // RT CGI'IS TRCKT 570 SOMH OVE R EXIST . /6"50 RIM =84.0 i /NV . - 61 .0 t (E ST/ 41 7W) CONFORM 70 EXISTING .(=X/.:57 REMOVE AND RECVSTRUC T F O EXIST. 8oWAN/TE DRIVEW AY SEE DRIVEWAY Afll/LE ®' ST A S #0 0.00 , 7. 0'/Pr seG/N REr WALL 93 .6 0 7W STA 3�6S. O0 CONSTRUCT RE TA/N/NG WALL OPA /N INSTALL R26 AND RS/ S/GN STA 5# 70 REMOVE © RE,°44 CE EX/ST/NQ -S ave/ 4 LATERAL yam' CL EdA/Oar SEE L1 •'OJE E 4 EER APPROVED CITY EN�EER DIRECTOR OF P BLIC W ORKS n STA 2# 62.50!, / "L T \a or m ` m CONSTRUCT DROP INLET OVER EX/ST. /2" R CP SANTA R OSA © MOoEC / x OR APPROVED E QUAL GRATE- azdt& /NV. = 73 .4 t 8?(' 25 CGNFd714 ro EX/STING /NV B "PIC /N = 80.50 INSTALL /02.5LF at- B"'P✓Cfloat 3S)QS=0 .05 42 + 00 STA 3 #OO / LT I' V. G. ST A3#33.00, I LT it VG ,e tso V -/S:1 7 DATE FL = 86.90 FL= J 46.2/ STA 5 65.00 , I 'LT CLNST,WfC T SANTA ROSA MODEL /K GRATE - /NV8"/N c6. 7S //VV B"CWT = 66. 47 STA S �, LTtp` STA 6# /4 to o. CWf LT CONSTRUCT LIRA/NAGE INLET Q ovER Exisr. /2" RCr SANT- RO .g.' -L /K OR EQUAL G RATE=- / 0/. 6/ /NV =99. 64 tour. STA 6 "501050 RT V. G 50 FL 341,8740itior /OZ. 67 REVISION NO. AS GUILT S.5, R 't 4C£M' 7 C.Q. , CONC. VALLEY BUTT ER . S 0. /MP., RET' G /PALL /MP. 4DDEO EX/ST ING WATER MANN PROPoSEO COA/C. & 69/GK SL OEWAL,C . DESCRIPTION erLG, ORC BY 3 /92 CI -30-9 / ,r -/s41 DATE 7W r�- lit' of- ,' ILL. Cr ,'oo7 !Nc• GRA.CW eitTEAK 4 �_. i I � i I I Cv v ^' 6.lil fK ' FAS*: S.Yi N 15'1141 -k,. -d r o y - ww t » Na', Gic r t-oun d J'i; co' Oaf 3 M' • =rte . "?y. cr,cm .- :ho &ar-C to -e. 0e -i72,! \.e . == //vAlt SC; Ai E$ . a FILE ....�..s.�-�.�..�.; ..eye. -`.)' HOR., I" ° 4' VER?. 7 R0,4 0 cN„ 6 0I F F, :7:f,_r_ r—•', PLAN et.tVISION DRAWN BIKE LA . FROM 'STAG SPRINGS.. _.. O TULANE RD. TO EL CER RETAINING WALL P LA 70w DATE. I SIJOK Ha PLAN CASE //O - /08 - /06 - /aa — /o2 - /00 - 98 — 96 - 94 - 92 - 90 - 88 - 990 USE rb/= G'- 0" 350. .7 SF USE' <d = ,g/7 0 " PGO 4 SF U.5E- h! = 4'c 0 n i 3 L EGENO `O.0'O -- TW Tie Gib 3 TOP r ii/ALL m° OF FOOT/NG GRA,QE BREAK CD 0 VA \ ((t 0 S R 0 1 ELEVATION SECTION • WEEP HOLE AND PERVIOUS BACKF/L L BRIDGE DETAIL 3-/ Notes : A. 4's drains fr 25'max renter to renter L9're for Type 3 and 9"3'c r for Type 4 Retaining RU//sf For wa//s adjacent to sidewalks or cubs, provide 4 cast iron or asbestos cement pipe under /he sidewalk to du -forge • lhru curb face. Exposed rot/drains shall be located 3l above finished grade. B. 6. square aluminum or po/vonited steel wire 1; mesh hardware cloth.LMin w/re diameter 0025" Anchor firmly to torkfore. C. One cubic fool pervious backlit/ material in o bur/op sock ,securely tied. D. Per v'a's bockll/I material continua's behind retaining wall or abutment. V o° y WOO r • 0) U) r Cu/ or bull every other hart face horizon/o/ [a- at Bridge Detail 3.2 See Gesell A SECT/ON S Q 5 s 0 0,319 5% 0 U) r/9QFas5o rte o, - 11LILL. ieRGer2See0 TOR GeR007 A/G 5 Join/ may be farmed with 4b' hardboard rind col back /o the root of Me chamfer on the exposed lace. ibpU"si'chamfer DETAIL A WEAKENED PLANES BRIDGE DETAIL 3-2 240 G sF Z./S. i4% dal -0 /. rri 0 0. p30 — 0 PROFILE r\cia to< rt ,EX/ST/NG GRACIE ,E H//VO TH,E /WALL --- r• 0.028 SCALES I" = 20' HOR., I" = 4' VERT. CRY5T.4L. ot'71/A/E 0e/r0077y993 r.BA' - ' /NE 1-- R SPtizwv S N 0 3 I 0 4 avr�UE. 4CE r M 4LL 293 - 2 s.= USEA=.61:aye * .} /ea 3 O,SE fey -t 4':- 0 5.0.0/2 g 0280 • • - No /08 - /06 - /04 _ /02 - /00 - 98 - 96 4r - 94 r. II - 92 90 - 88 7 R0.4 ,D 7 ,N N 8 ti co V 8 I :I. 7 JCS Wi d %` 4 . , ; I . { I, d`I"y 11.40114 ) 1'4 Is arc.33 . r ..r4► ftl Top of wall Bridge Veto'/ 3-4 %'m. Ia /'min. Bridge Detail 3-/ Bridge y Delorl 3-2 Top of fooing mos. Br dpe Detail 3 WALL EXPANSION JOINTS AND WEAKENED PLANES BRIDGE DETAIL 3-3 9 — J .L PLAN SCALE I" = 20' * For placement in Bridge Decks see Joint Sea/ Details. For waif thickness less than l2, use Me wa/I thickness. r Ns"chamfer Wpremolded expansion joint filler unless ale thickness Ond/ar material is shown elsewhere . 2klmin 1 Waterstop _ Front face of wall WALL EXPANSION JOINT BRIDGE DETAIL 3-4 e3 bar Bonding ship WATERSTOP e Waterstop la have 5 or me pairs of raised ribs to provide 01 sq in. min. rib ?rots -section oreo on each half of Me roterstop. 1/0 min. thickness Seal between filler and ea/Mttp ty4'rat. Isles aril/ be permitted in the outer It' of the web far wire, rings, etc.. )%e web to e3 reinforcing bars re /2'mcr. intervals to support the walerstap in proper position during concrete placement. Alternative detail ,Try be submitted for ooprovo/ of the Engineer. BRIDGE DETAIL 3-6 STANDARD DRAWING State DIVISION CALIFORNIA oEPARTYIXTOFTRANSPORunOR OF STRUCTURES STRUCTURE DESTC11 ••^f+•. nu... vS-3 .3 o.w •. d..5. -c. r.'""wn EP. r^•rte ,01^"m=•. -- 3/87 .....,. ^ � / ,3� s4 •I _. _.. BRIDGE DETAILS I 1 I I I ,.,., I - in 451 8, Ack K k t\, 'e. f s, ,d5 `tt//CT /4GG 3/92 "CNtANGE ORDER NO. 1 DRC DRC 8/91 REVISED TOP OF F=OOTING PROFILE PLAN RLC3 ORC 5/91 REVISION N0. ,+DESCRIPTION DRAWN CHECKED 4 B APPROVED 8Yy? - DATE BIKE LANE CRYSTAL SPRINGS ROAD FROM TULANE RD. TO EL CERRITO AVE. RETAINING WALL PLAN CITY OF SAN MATEO APPROVED 'OJE E��E+ EER DATE CIT ENGINEER `+/•/`/ 7 p SAN'MATEO, CALIFORNIA SCALE AS NOTED DRAWN BY RLG / DC BOOK. NO. PLAN CASE I DATE APR 1991 DRAWER 16 SET 37 1,011 • MIXED Plall EA 80-3 AS BUILT O.,BL •/1�, DIRECTOR OF PU I WORKS DA SKEET 3 Op 6 34 92 90 88 88 86 (8.23) 84 82 80 80 78 78 76 (8/.71) N- (78.86) (76,60) 37450 37400 _ - 2 1, 50 (78.84) (78.74) EP 2f00 (76 49) (76.70) -- \.--�- /4-50 (9589) (76,50) (76.97) (77.06) (76.63) /04 /02 /00 98 96 J /00 98 96 94 98 .96 .94 (9727) (34.75) / .92 (91.84 .90 co (96.65) (96,83) (98.40) �\ (96.50) L' --- 5' PROPOSED (TYP. ) x (34,48) 194,45) I 1 4 00 At- / /r4 V 2.0 t / I I I 1 / EXISTING (TY/) 1� J (S 70) 50 44-00 / / 1 I I I I 1 / (EQ 24 "W / 4 (E Z4 „w /AN.. 892 A N - J / I/O /08 /06 /04 EXCAVATION L/M/T ( TYPICAL ) 000./0,) /1 j (E) ?4 "te w IA/V . 66.3 f SCALES: I° = 41 HOR., I" = 2' VERT. • /06 /04 /02 /04 /02 /00 /04 /02 /00 98 (/04.66) / — (/03.03) 700 (/024(x) (99, 07) (99,/7) \ �E>a (E) 24"' v V. 99.0:e 0 lv 0 6 00 • 1 \ / (102.55) /EP /FILL/ I /02.90) J (/01.0) (5724- IV /ntV 96.0 1 I I I I 1 / / 002.,80.&/ (99.80) (98.90) • 57450 L �- (E) 24 "A' \ inv. 94.4 / 1 V _J AS BUILT / 4% // N(ios eo) (/05.90) N A REVISION OF RETAINING WALL EXISTING 24" WATERLINE RL.G DC 5191 REVISION NO. DESCRIPTION . .. DRAWN BY CHECKED BY APPROVED BY DATE BIKE LANE CRYSTAL SPRINGS FROM TULANE RD. TO CROSS - SECTIONS CITY OF SAN MATEO EL . ROAD CERRITO AVE. SAN MATEO, CALIFORNIA 51-Ar-4J SCALE AS NOTED DRAWN BY DC BOOK NO. DATE FEB 1991 PRO CT NEER DATE �ED y—D PLAN CASE I DRAWER I ; 16 I SET 37 CITY ENGINEER DATE A E A ED di irft 6 SHEET 4 OFArei lat DIRECTOR OF PLIEL)C WORKS D E s 1/6 //4 112 (/09.33) /08 //4 //2 /10 /08 /06 //2 //0 /08 /06 (/07.83) (/09.27) — 8 (//5.66) / (/09, 05) EP / (/09.90) rrl (/07.66) I (/077/) 50 8* 00 L_ _J (e) 24 "w /\ /NV103.9t 1 � L - (E) 24 "LV V /02.52` / 1 (/ ) (/06.03) \ (/05.90) (/OS 50) 77450 L _J (E) 24 / '"W N /NV /00.5 f / / \ I 1 I \ / //6 //4 EXCAVATION L/M/T ( TYPICAL) //4 /12 //4 1/0 (//3,97) (//2.33) 1 (//0,9/) EX/ST/NG (TYP, ) (//3.58)\ (//3.SQ) (//3, 8/) (//0. 62EP) x/0-80) r//0.80)\ ^ SCALES: I = 4' HOR., I ° = 2i' VERT. //3, 7/ PP //4.2/ rc PROP05,EO (TY/' ) (//5,.49) AS BUILT Q REVISED RETAINING WALL EXISTING 24° WATERLINE RLG OC 5/91 REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE BIKE LANE CRYSTAL SPRINGS FROM TULANE RD. TO EL CERRITO CROSS- SECTIONS CITY OF SAN MATEO ROAD AVE SAN MATEO, CALIFORNIA /S �/ IfPROJ SCALE AS NOTED DRAWN BY DC T E. ER DATE BOOK NO. DATE FEB 1991 APP w� PLAN CASE I DRAWER 16 SET 37 CITY ENGINEERb DDA E !E5"'Till." 4e/, C SHEET `� 6 OF 6 DIRECTOR OF PUBLIC ORKS DA T F/N/SN SN4/ /_ BE ROUGH SOU%1ER/V YELLOW P/NE 7 W000 GRAIN W/TH RANDOM /2 "" fN/DE - -I ""L 'SP REVEALS F04M LINER S//ALL EXTEND SLOW F/N/SH GRADE. so THERE /5 NO GAP BETWEEN ARCH. F/N/SN ANO F//VAL PAV/A/G 3£. I I I I I I r- / .. a SECT/ON A -A NOTES I. INSTALL FORM LINER TO OBTAIN 1V000 GRAIN t•V/TH REVEAL FIN/SH. FORM LINER SHALL SE GREANSTREAK NO. 35/ WOOD DESIGN OR APPROVED EQUAL . FN. NO. 800 - 325 - 9504 2. CONCRETE COLOR SI-/ALL BE L./G/-/T RECD/S/-I- BROPVN CONTRACTOR TO SUBMIT COLOR G -/ART FOR F/NAL COLOR SEL EC new `VN/CH /-V/LL 13F. POLL 0INED ,BY SUBM/TTAL OF THREE /2" - /2" - .3a -SAMPLE BLOCK FROM WN/CN FINAL COLOR ,SELECTION SMALL BE DONE TYPICAL RETAINING WALL EL E'VA T/ON 6 RETA /N/NG WALL fOOTING 'Nn VALLEY GUTTER DROP INLET r-- ReTAIN/NG WALL —m D4ROP /A/LET 1 L #-ct@9" rTYP) r OMIT /.0' OF RE 1A/N/NCI WALL FOOT/N6 2' N NOTE DROP INLET SHALL ,BE SANTA 8054 PRE -CAST CONCRETE DROP INLET MODEL EK OR APPROVED EQUAL %� El PVC OUT PLAN i REGULAR WALL w REINFORCEMENT 7V S4./St #SCE/6'"2'--C. REGULAR WALL REINFORCEMENT RETAIN/N� WALL #4@/6" FP 98.(2'93 RETAIN/NCB WALL FOOT/N0 BEYOND j I fB"PVC@S °0.020 L� N ti 24 WATER �� \ $ SEcT/ON RETAINING WALL DRAIN STA 3 + 6S r1 1 SECT/ON C -C 2#4 #4@ /2" 'f¢@ /2" 2 #4 DROP INLET el" PVC SDR 3S .90° ELSokii' 2 (-TYPICAL) -O EXCEPT CONTINUOUS PERVIOU5 F'aCKFILL NOT REQUIRED FOR WALL UP TO 4' HIGH SECT/ON 13-13 e' N RETAI /NG WALL 50 TING RETAINING /1/4L4 INSTALL /2"P.E.P (CITY FL/RN/SHED) OMIT /-' 2"OF RET/i/N/NG WALL FOOT/NO ** OMIT PORTION O( RFOOTIETAINNGING WALK PLAN 4°¢@ I6" REGULAR WALL RE/A/FORCE/WENT #5@ /8" 'y4@9" (rye) 90 06 82 90 - &6 82 90 86 TW =/07.00 /03.$4F.0 INSTALL /2"P,E.P. @ S. 0.020 (C/Tr FURN/SHED) / (ssc T/ON RETA/N/NGJWALL DRAIN STA.rv#Bst c 00 0 /0 Z0 1 9 PROFILE @ WESTERLY EDGE OF EOMtW/TE DRIVEWAY SC2\LE /w= 4' SO NOTE : QOMAN/TE DRIVEWAY SHALL BE A MINIMUM OF 6 "P. C.C. (520-C - 2500 CGYVCRFTE ) OVER 2 "SAND OR 3 CRUSHED ROCK OR GR4 ✓EL OVER COMPACTED SUBGRALE. SEE SPEC/F/CATIONS AND NOTE 6 ON SHEET 1. O 0 14 0 t 0 /0 20 PROF/LE @ CENTERLINE OF 2 DRIVEWAYS clo ct ( 0 DOSruNG /2 "RCP 04& IC x`40 IC 2#4 EX/ST/NG /en RCP EXTEND EX/STING I2 RCP TO NEW DROP INLET SANTA ROSA MODEL 1K OR APPROVED EQUAL. (TYP.) 1 -90 -56 - 82 0 /0 20 PROF/LE @ EASTERLY EDGE OF A.C. DRIVEWAY DR/ VEWA Y PROFILE #4e/6" REGULAR WALL REINFORCEMENT ♦ (STA.41-18.4) #5@ /6" STA. S A70 J #5 a 18" STA.7447./, #5a/6" REGULAR WALL REINFORCEMENT OMIT /.O' OF RETAIN/NO WALL FOOT/NO, -� NEW G "VCP - 45' LONG RADIUS SEND NEW C""l/CP EXISTING a" vac. REMOVE EXIST/NG 6"x6"x4" WYE Sc ♦ INSTALL 6"x6'X6"Wye. • NEW6"YCP L---1 e s'0.020 PLUS NEW 6 vCP 1-4 EXISTING 24" WATER MANN /3' / ///"-EXISTING LATERAL NEW 6x6 ,4" VCP WYE. NEW 6"VCP NEW 6"VCP- 15° LONG RAO/US BFi60. 90 90 86 — -62 AS BUILT TYPICAL SANITARY SEWER LATERAL REPLACEMENT g SCALE : /"= 2'- N CO J ti eC 0 an a a cc REVISED RETAINING WALL z 0 a 0 Er - �Ca 2 0 (7)o 52 w 4 N 0 0 3 a LL 0 cc 0 IX w s W Q J CO w 00 Q re X w U U J Z CT N N O J Zis Q Ui co Z } J U II- 2 0 tL w w 1 Cr D N w C 0 0 0 Li J Z Q Cr 0 N w a CHECKED BY DC AS SHOWN w J Q n u� 0 PROJECT NO. CASE DRAWER 16 SET 37 SHEET 6 OF 6 w Q O N. 0 0 W 0 0 0 I- 0CL U N. w 0 6- F/N/SN 5.-/ALi_ BE ROUGH SOUTHERN YELLOW PINE WOOD GRAIN W/TH RANDOM /2 W/DE x a "LEP REVEALS FOOT//VG — h 24 j.. Is 4z I 1421 1I f! a (nP9 a SECT/ON A -A -- FORM LINER S/ALL EXTEND Ft/ OW F/N/SH GR4DE. so T, -/ERE /5 NO GAP 9FTwEEN ARCH. F/N/SN ANLJ F/NAL P/I Viivc NOTES' I. INSTALL FORM LINER TO OBTA/N WOOD GRAIN /V/TH REVEAL FINISH. FORM LINER SHALL BE GREANSTREAK NO. @S/ WOOD DESIGN OR APPROVED EQUAL. PH. NO. 800-325 -3504 2. C0 eCRETE C10LAR SHALL BE L/GA/T RELCISN- BROWN CONTRACTOR TO SUBMIT COLOR CHART FOR F/NAL COLOR SELECT/0A/ WN/CH WILL BE FOLLOWED OK SUI3M/TTAL OF THREE /2 " w /2 " - 3 " SAMPLE 5LOG'C FROM ivH/CN FINAL COLOR SELECTION SHALL BE L7oNE . TYPICAL RETAINING WALL ELEVATION N c& VALLEY GUTTER DROP INLET DROP INLET t4@ 9' �TYP ) O * SET TOP OF RETA/NING WALL FOOT/NG 2' SELOW F/N/SN PAVEMENT ELEVA770N TF =86.69 2' N 7/ " NOTE DROP INLET SHALL BE SANTA ROSA PRE -CAST CCWCRETE DROP /NLET MOGLEL EK 09 APPROVED EQUAL 8 "PVC our PLAN Try' 94. /3.1` #S@ /6'"0..C. Z'4@/6"- RETAININ3 WALL FPBB•ro9S /4 S 4 8 "PVC@ S=0.020 P $ SECT/ON TF=86.69 11 —`� °RoP INLET [SDR 8" PVC 35 517°ELBOW /6 RETAINING WALL DRAIN STA 3+65 EXIST /2"RCP 2 45@ 18"O.0 9f #4@16'o.0 IE:Ilrlu (rrnlcLL) 9 EXCEPT CONTINUOUS' PtK/IOUS F KRLL NOT REQUIRED FOR WALL UP TO 4' HIGH N :N SECT/ON 8- a' T La" RETAINING N4LL B "PVC S0R 35 *SET TOP OF RETAINING WALL. FOOTING 2' 0ELDN! FINISH PAVEMENT ELEVATION. TF = 9,122 USE H=5' FOR OIL.✓; REINF. PLAN DROP INLETS : / SANTA ROSA MODEL / K OR APPROVED EQUAL 2 SANTA ROS4 MODEL EK OR APPROVED EQUAL I -- I Imo'—_ --- �rlJ TW = /04.05 ' RETAIN/N& WALL (USE H =5' FOR 0IMENSION5 AND REINFORCEMENT /0/. &2FP V' SLEEVE a "PVC @5=002oM/N. TF= 99.62 SEC T/ON RETAINING WALL DRA/N STA. & 4-/4 tt 3 t 9.O°EL5 W 90-- c92- 90 — 86 — 82 — 30 86 — 0 /D QO 3o PROFILE @ WESTERLY EDGE OF COMAN/TE DRIVEWAY SCALE; I`=4' NOTE: DOMAN/TE DRIVEWAY SHALL CE A MINIMUM OF CV/WC. (520-C - 2500 CQNCfETE ) OVER 2 "SAND OR 3 CRUSHED ROCK OR GRAVEL OVER COMPACTED SU8GRALE. SEE SPECIFICATIONS AND NOTE ro ON SHEET 1 . coco i 0' V G O /0 20 ,30 PROFILE @ CENTERLINE OF 2 DRIVEWAYS tl to N CO O /O 20 PROF/L,E @ EASTERLY EDGE OF A.C. DRIVEWAY NOTE : INSTALL B ""PVC INTO A SLEEVE THRU THE WALL. SLEEVE /NS/DE D/AMETEA' IS EQUAL TO 8 -PVC O.D. f e " TYP. FOR AND ,DRI VEW A Y PROF/LE .30 86 82 90 82 90 86 —82 K ED RETAINING WALL cc z 0 r a V 2 0 aDid >2 cc w z C J m CRYSTAL SPRINGS ROAD FROM TULANE RD TO EL CERRITO AVE. N ..J 0 w CC U, N U.1 O 2 0 O O m 0 cD J CC 2 Q 0 N w 5 U O 0 w V W Q u N m n In 0 m PROJECT N CASE DRAWER I6 SET 37 SHEET 6 OF 6