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HomeMy Public PortalAboutEast Hillsdale Boulevard Interchange at Highway 101 (3)D..' oomy Rode Post Miles Total Promo Sheet No. Total Sheers x x a a 0 APC Allowable Alternatives Type A Class III RCP, Class III ACP Type B Class 3E RCP , Class 3E ACP * The quantity shown in this column for each individual portion of work is a final pay quantity. STRUCTURE LIST (DRAINAGE) J I I 04 SM /0/ - -- ----------._.__---- PROJECT ENGINEER REGISTERED CIVIL ENGI-EN /888/ - DATE APPROVED SHEET NO ITEM NO Structure * Excavation Structure * Backfill Ditch Excavation * m E ac a w APC Alternative Flared End Section Manhole Minor Conc. * (Minor Str.) Minor Conc. (Misc. Const.) Frame & Grate Misc. Iron & Steel Manhole Fro & Cover Height of Inlet Remodel Inlet Remove Inlet DESCRIPTION z g F w = Type A Type a y cr o "Prec icreti >e Inl 18" 24" 18" E.Q. 3 18" 24" Cubic Yards Linear Feet Each Each Cubic Yards Type Lbs. Each Feet Each Each N D-/ / ----�-----�----� /. 2 Z/ - -- riE l88 25 -- .-�--- �----- GO /n /et / 0- I 2 /8.0 9.2 - 52 40 �--� .---- _-_--------®-�-�----�--�---- -----------------------�- APC 2 3 60 4./ -.- /8 --�-��� RCP Extension 3 4 -----�-� �-----�� 17 1/ ®--7ZA /88 - 4.9 --®---®�------ --- GO Inlet 4 5 268 74 - /4.D 34 ------------�-----�-�--�--�-��--� -��� -� ARC 5 6 �- ---��-------- 2./ 1.1 �- =188 6.0 GO Inlet 6 7 6/0 420 /64 --------�---�--------------------- -- �- APC (MO -I) 7 8 6.1 37 16 ---- �-�-----�--�-�- �-�----------��-- . ��_-_ ARC 8 9 --- --�.- 6 �-_---- 09 "late //2 6.1 --_��-----------�--- OCP ✓B (MO -I) 9 10 638 400 - 59 /56 -�.----��� .---�----®�-�-----�-----���- ARC (MD -1) /0 II 15 1.5 ---riZ 188 - 2.9 -�---�------------� GO Inlet // /2 8.8 6/ --� 26 ----.------®----�---------------�---- ARC 12 - - 13 /4 /6.4 --�-�--��-.--�-----�--�� //.2 44 --��--��----�-.---------�-�-.--�----�� / / �-��------------� APC (MD -1) /3 �. Remodel G2 Inlet (MD -I) 14 15 l -�--�---�----�- -----------�---. _ AFES /5 /6 ��---�-.- -��-�--- I -�--------�-��- --���--.�------. -� AFES /6 /7 / ---�--�---------��.--�------- AFES /7 /8 --.--�� l ---���---��..�����--�--�-------�-�� AFES /8 0-I /9 ( -����-------��-- AFES /9 0-I ... ii �_---�---.-�-.-- 0-2 / 1.5 /.I -��24-/3 /88 ® 33 -�-----.- GO Inlet / D-2 2 25.4 /4.5 -�- 62 -®--���-�--�-�.��--�--��-�----------- APC 2 3 �-�� -- I -��-��---�----�- ---------- -�- . AFES 3 4 �- ----�- ---� 18 i.I --�rirn 188 - 4.9 �.�--------- GO Inlet 4 5 /8.5 8.3 36 ����.-�-��-��------�-------�-------- APC 5 6 �-�---� ®--- / -� /.5 -�--Tr /88 3.5 ---- 62 Inlet 6 7 �-'- ---- /.0 =263 - 30 -�--�---------- G l In/et 7 8 50.0 /95 84 1111-��---�---���--.-- APC 8 9 -- ��-----1111 1.0 ---�--��-�----�------�---�-� Sidewalk Drain (MD -0 9 /0 -----.-- --��-- 0.8 -�-1111-�-�-��-.-5---------��� Sidewalk Drain (MD -I) 10 II ----���--® --��-111111111---®-�----- l ®-�----- .�------ Remove CCP Inlet // 0-2 /2 450 �--�-�� �--�-����--------------�--��-- -- Ditch (MD -I) /2 D-2 Er T1 Tin ow row11101,11= wrmik! on Ass . km orriwilmap II ,,iinis1101!Me311111 CONTRACT QUANTITIES 0 I 328301 Dist. County Route Post Miles Total Project Sheet Ma. Total Sheets 04 SM /0/ x x x I ro E E e Ti 0 I EARTHWORK SUMMARY Embankment Cubic Yards EIR/E1 (Westside of Bridge) 2000 El (Eastside of Bridge) 2000 EDI 400 ED2 500 ED 3A 200 ED4A 2000 EL 2 200 EL3 600 Bridge Embankment Surcharge 1091 From Drainage Structure List 25 TOTAL EMBANKMENT 90/6 Excavation Cubic Yards Roadway 6000 Structure 300 Ditch 45 Structure (Bridge) 340 TOTAL EXCAVATION 6685 MINOR CONCRETE (MISC. CONSTR.) Description C.Y. Curbs 81 Gutters Type A/-6 8.9 Type A2-6 5.5 Type A2-8 250./ Type 82 357 Type B3 32.9 From Drainage Structure List 6.4 Sidewalk a Island Paving 3/0.2 TOTAL 650 CHAIN LINK FENCE (C L - 6) ** Station Limits L.F EDI 811+44± to EDI 8/3+447" Rt. /72 E/R 39+00 Li. to E/R 40+00+ Lt. 100 TOTAL 272 **Remove Chain Link Fence has same Station Limits. AC DIKE (0.33') Station Limits Loc. L.F EDI 8/2*l8 to ED/ 8/3+70 Rt. /45 ELI 821+28 to ELI 822*20 Rt. 75 EL 2 805+80 to EL 2 806+93 Rt. /00 EL3 49+65 to EL3 51+30 Rt /50 EL4 49+88 to EL4 5/+/5 Lt. 193 TOTAL 580 PLACE AC (MISC. AREAS) Station Limits Loc. S.Y. ED/ 8/2+/8 to ED/ 8/3+70 Lt. 33 ELI 821+28 to ELI 822+20 Lt 17 EL 2 805+80 to EL 2 806+93 Lt /8 ED34 8/4+25 to E03A 8/5+35 Rt. 22 EL3 49+65 to EL3 51+30 Lt. 34 EL4 49+88 to EL4 51+15 Rt 26 Median Areas under Rock Screenings 820 Gore Areas under Rock Screening 480 TOTAL /450 ** *** *See Landscape Pions HEADLIGHT GLARE SCREEN Station Limits L.F. NSI 8/2+96 to NS/ 8/4+50 /30 CONCRETE BARRIER (TYPE 50) Station Limits Loc, L.F. NS/ 8/2+96 to NS/ 8/3+04 Median 8 NS/ 8/4+30 to NS/ 8/4+42 Median /2 NS/ 814+42 to NS/ 8/4+50 Median 8 TOTAL 28 *** Reinforced per Section A -A on Standard Plan A -8l REMOVE BASE a SURFACING BAR REINFORCING STEEL Approximate Station Limits Cubic Yards EIR 39+00 to 46+38 _385 Ei 46+38 to 48+59 /55 Si 51+50 to 59+74 375 EDI 8117'20 to 8/3+00 30 ED2 /10+00 to /16+90 95 ED34 8/3+89 to 816+60 50 ED4A 8/2109 to 8/7+00 210 EL 1821+28 to 823+13 25 EL 2 804+90 to 806+93 55 EL3 49+65 to 51+55 65 EL4 49+88 to 51+/0 25 TOTAL /470 REMOVE CONCRETE Description C.Y. Curbs 235 Sidewalks 5 TO TA L 240 CONCRETE BARRIER (TYPE 50E Station Limits Loc. L. F NS/ 8/3+04 to NS/ 8/4+30 Median /26 N.51813+26 to NS/ 8/4+08 Rt. 82 NS, 8/3+26 to NS/ 814+08 Lt. 82 TOTAL 290 INCOMPLETE PLAN FOR DESIGN STUDY Description Lbs. Bridge 200,000 TOTAL 200,000 REMOVE TRAFFIC STRIPES PROJECT ENGINEER REGISTERED CIVIL ENGINEER rlo. _ /888/ DATE APPROVED Station Limits 4" Lane Line (broken) 4" Yellow 811 Solid Double Yellow 4" Solid Net L. F Linear Feet NS, 806+75 to NS' 820+75 /050 2800 3850 EIR 39+00 to El 60+00 /10 620 4585 3230 905 9450 TOTAL /3,300 REMOVE PAVEMENT MARKERS Station Limits Loc. Each NSI 806 *75 to NS/ 820+75 Rt. 8 Lt. /590 EIR 39 +00 to EIR 43+00 Rt. 8 Li 20 TOTAL /6/0 REMOVE METAL BEAM BARRIER Station Limits Loc. L.F NS/ 8/2+96 to NSI 8/4+50 RtBLt.Med 260 REMOVE METAL BEAM GUARD RAIL Station Limits Loc. L.F Ei 5/ *53 to E/ 52+47 Lt 95 NS/ 8/3+4/ to NS/ 8/4+20 Rt. /59 NS/ 8/3+65 to NS/ 8/4+42 Lt. 156 TOTAL 410 MARKERS Striping Plans Each Guide Markers (Type F) 58 Clearance Markers 2 TOTAL 60 CONTRACT QUANTITIES COD FORM DH-PD-92-PF F 328301 1 kilt Slat. E)f3>.>o0 . 14 +v �`. e 1 T w x i L# I} d I I h � t SIGNS — 1000' APART 1000' TAPER WITH CONES 50' MAXIMUM SPACING ---FLAG TREES TYPE B SEQUENTIAL ARROW SIGN CONES 100' MAX SPACING LANE CLOSURE FOR DAYTIME CONSTRUCTION WORK SIGNS — 1000 APART (LANE No.4 SHOWN) OS Pt.04 ISOoMS�G st��Y FOR 0 MAP 1000' TAPER WITH ILLUMINATED CONES 50 MAX SPICING , ILLUMINATED CONES 100' MAX SPACING TYPE B SEQUENTIAL ARROW SIGN LANE CLOSURE FOR SUNSET TO SUNRISE CONSTRUCTION WORK (LANE No.4 SHOWN) NO SCALE NOTE: REPEAT EVERY 2000' L � OR END ROAD WORK rib ors' COUNT. N1I —T TEL MOu t' OY OO , Ma. swirl TOTAL 04 SM /0/ /1 / PROJECT ENGINEER REGISTERED CIVIL ENGINEER APPROVED ___ 600' (ILLUMINATED) CONES 50' MAX SPACING (SUNSET. TO SUNRISE CLOSURE SHOWN) TYPICAL LANE CLOSURE. AT RAMPS (OFF RAMPS SIMILAR -PLACE G84 SIGN IN LIEU OF W59) NOTE — REPEAT EVERY 2000' END ROAD WORK Shoulder-� NO /888/ rn E P L_ SHOULDER NOTES: 1. PLAN MAY BE MODIFIED TO FIT SPECIFIC CONDITIONS AS DIRECTED BY THE ENGINEER. 2. MEDIAN LANE CLOSURES SHALL CONFORM TO DETAILS SHOWN FOR OUTSIDE LANE CLOSURES EXCEPT THAT SIGNS SHALL SAY LEFT LANE OR 2 LEFT LANES CLOSED AHEAD. 3. DOUBLE OR MULTI -LANE CLOSURES SHALL INCLUDE EACH OF THE FOLLOWING PER LANE: a) TYPE B SEQUENTIAL ARROW. b) 1000' TAPER WITH 50' MAXIMUM CONE SPACING. 4. CONE SPACING FROM END OF LAST TAPER THROUGH LANE CLOSURE. AREA SHALL BE 100' MAXIMUM. 5. ALL SIGNS FOR SUNSET TO SUNRISE WORK ARE PORTABLE ILLUMINATED SIGNS 6. ALL NON -ILLUMINATED SIGNS FOR DAYTIME CONSTRUCTION WORK SHALL HAVE TWO FLAGS, 7. FOR ADDITIONAL INFORMATION SEE "MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS", ISSUED BY THE DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. 0 • LEGEND TRAFFIC CONE ILLUMINATED TRAFFIC CONE TYPE B SEQUENTIAL ARROW SIGN PORTABLE FLASHING BEACON TELESCOPING FLAG TREE gM SIGN (AS SPECIFIED) CONE BARRIER Traffic Control System For Lane Closure MISCELLANEOUS DETAILS TCI 328301 / / 74 /S-/ County Awls ►s Mgr Taal ►.y.v Sheaf Tail I. S►.e 04 SM /0/ x x x x x PHASE PHASE PHASE PHASE I I I I r • SARATOGA STAGE I Embankment for the required 30 day settlement period should be placed. Suggest that the remaining embankment in this area be placed prior to Stager!. Install conduit, pull boxes and pole bases. Construct treewel/s. Construction of the bridge should start. Sections of existing curb should be removed and roadwork on romps started to facilitate detours. Continue roadwork. Remove and pave existing median to facilitate detour in Stage H. FORM DH-PD-92-PF f V/VA or PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO /888/ DATE APPROVED ETE p1. 1NC pMOGO Stv0Y FOR -LEGEND— Permanent Construction Traffic Flow STAGE I STAGE CONSTRUCTION NO SCALE 328 301 IM Mks Tad Prat Shim Ns. Tees assts Diet County Owe x x x x x PHASE PHASE I I I I I SARA rota STAGE II At the end of this phase the bridge and roadwork shown should be open and completed. The EL 2 and EL 3 loop - ramps should remain open to traffic. Continue roadwork. o wt V//4 or 04 SM /01 PROJECT ENGINEER REGISTERED CIVIL ENGINEER DATE APPROVED INC�MpLTEu PLAN FOR DESIGN -LEGEND- Permonent Construction Traffic Flow Na /888/ ettri STAGE lI STAGE CONSTRUCTION NO SCALE , FORM DH.PD-97.PF 328 301 Ceenly Mina Pee MIS Teal Prows awe Ne. Teal awls 04 SM x x x PHASE PHASE PHASE I 1 i I I SARATOGA STAGE III Route eastbound Hillsdale Blvd. traffic over new bridge and new roadway. Begin roadwork in oreos indicated. Complete bridge rehabilitation. /0/ PROJECT ENGINEER REGISTERED CIVIL ENGINEER Ho /888/ DATE APPROVED pLETE PLAN '41 1NC0MFOR DESIGN STUDY -LEGEND- Permanent Construction Bridge Rehabilitation Traffic Flow STAGE III STAGE CONSTRUCTION NO SCALE FORM OH -PD -92 PF 328 301 ... ...s u..+..00-4 71 1 41 G o.. Dist County Route Post Miles Total Project Sheet No. Total Sheets x x x x I 0 4 2 to F- a m -i F 0 0 2 0 N r W w rn 4 —TO SAN FRANCISCO OH 647 --G26(101)• G44 G92 G8 6 a ■ 4 677 6" 9 4.5' t San Jose (ioij San Francisco 6' CAPS RACE r TRACK 5 t San Francisco Hillsdale Blvd West 624 •W72(45) G84 GB. 6'' a 4.5" ♦Foster City OH 22'x 70" ■ 677 't EAST B Hillsdale Blvd W59• 6'84.5' 624 WEST 7 /6' x 90" Ralston Ave Belmont EXIT 11/4 MILES BRIDGE MOUNTED SIGN STRUCTURE Hillsdale Blvd g Foster City W5(Rt) W6 (25) GB W59• 6.84.5" Foster City r REMOVE B I(I. G93(Lt) •WII-- • G 92 692• •692 •692 •R43 H 68 6"a 4.5" V San Jose ■ p / A/•RIO(Lt) • RI RIIIA (lot} ID R26 67 5 CAPS aISARATOGA DRV-- 623 CLOVER PLATE /8' x BO" 119th Avenue' Kehoe Ave 3rd Avenue 1/2 13/4 21/2 BRIDGE MOUNTED SIGN STRUCTURE RIO(Rt) F R11. RIIA R36(3) R26 RIOt;Lt)• R II I A• W59* R43 67 ` 6 a 4 5' Norfolk St • ■ SR4* 692 • • W74(Lt) 5.4q OW6 (15),x. GA •R530 EXISTING HILLSDALE BLVD. INTERCHANGE NOTE: Unmarked signs — Existing to remain. • Remove Roadside Sign • Remove and salvage. Roadside Sign W2I R7. • R2(35) W21 • W59 W5(Rt) w 6 (25) 2017 BO" San Mateo Bridge NEXT RIGHT BRIDGE MOUNTED SIGN STRUCTURE GB OH ■ 624 /3.3" a /0" OH 24'x/00" 9 2 Hayward Half Moon Bay JCT * 1/2 MILE 677 6"8 4.5' It WEST Hillsdale Blvd EAST 7 OH 624 INDEX TO SIGNING PLANS DS -I EXISTING SIGNS, SIGN LOCATIONS FORMAT AND QUANTITIES. DS -2,3,4 STAGE CONSTRUCTION SIGNS. DS -5 BRIDGE MOUNTED SIGN LAMINATED PANEL TYPE A WITH WALKWAY. DS -6 BRIDGE MOUNTED SIGN, SIGN PANEL MOUNTING DETAILS LAMINATED PANEL TYPE A. 22" x 70" E pLpN INC�MS GN STUDY FOR pE Hillsdale Blvd 4 Foster City W5900 5"8 6" San Francisco 1' 677 6"84.5" R Sari Francisco 101 San Jose G92 RII W21 To be coordinated with Stage Construction Signing W56 ■ GB 6" 9 4.5" t Son Jose Hillsdale Blvd East • RAIL MOUNTED DRIVE 682 68 4 CAPS SAN FRANCISCO 20 01 SAN JOSE $ 4"CAPS FREEWAY "t' 682 4"CAPS ♦ FREEWAY W53 ■ • G48 626(101) 678 1 NORTH f San {1013 Francisco Hillsdale Blvd r San Mateo GB/ 6' CAPS h ,, W72(40) SB 677 RACE TRACK r OH 624 620 8'8 6' /1013 SOUTH San Jose RIGHT LANE /6'x 90" Ralston Ave Belmont 11/4 MILES BRIDGE MOUNTED Face SBT Bridge 35-138 *1070 lbs Sign Structure * 8" 8 6" t Foster City Hillsdale Blvd San Mateo P ROADSIDE SIGN QUANTITIES Remove Roadside Sign 62 Ea Wood !Roadside Sign) Post Size M-FBM - 4"x4" 0.3 4"x6" 0.7 6"x6" 0.2 7 6"x8" 1.3 TOTAL 2.5 Install Sign (Strap and Saddle Bracket Method) 26 Ea These quantities are approximate Exact size and length to be determined by the Engineer 6'77 0 J m HILLSDALE R7.3 SB NORFOLK 8"9 6" + San Jose E0.13 Son Francisco"' G 26(01 Ths 647 SB RI8(Rt)- G92 G26(101) G47 643('4) 673 8" a E San SOUTH Jose 11013 r RII RIIA pl0(Lt)d SB RIO(Rt) G92 626(101) G48 a R44 SB SR4 r 626(101) G46438'4) R43 RIIA W59 G7 R74 /se s T. R10(Lt) SB RIO(Rt) 6'945" Saratoga Dr RI8(Rt) SB 6"845" Norfolk St RIO(Lt) �s6 RII RIIA R43 F 626(101) 643(x ) W41 678 W416 G26(0I) SR4 G47 SB RI8(Rt) 3q Rq tOGA R73U SB RIO(Rt) RII RIIA Geo 626(101) G4304) RIB (Rt) NEW HILLSDALE BLVD. INTERCHANGE 677 4 SM 34 7/ REGISTERED VN ENGINEER NO.._ 11151' DATE APPROVED F raory_1_.75 BRIDGE MOUNTED SIGN QUANTITIES SIGN NO. SIGN STRUCTURE (BRIDGE MOUNTED) LBS I. 1070 TOTAL 10 70 3'. 8 6 W59 9 6" NORTH San Francisco RIGHT LANE 8" 8 6' Son t Francisco 101 San Jose A "R2(35) NOTE: All signs to be mounted on wood posts unless otherwise indicated. Exact location and position of roadside signs to be determined by the Engineer. 0 H - Overhead illuminated sign S B - Strap and saddle bracket mounted sign. All posts shall be S 4 S. G92 626(101) G48 W53 DRIVE SB Final Poy Quantities Hillsdale Blvd Foster City t RACE TRACK 651 W72(40) SB 0 SAN JOSE 678 SOUTH Son Jose Hillsdale Blvd Foster City )11 EXISTING SIGNS, SIGN LOCATIONS, FORMAT a QUANTITIES 328301 FORM MD 92 PF x APPROVAL RECOMM!NDED 8Y z 0 ai 10 r` N OE SIGN ENGINEER 0 z 0 x In r N PROJECT ENGINEER A. M. SMILIE NOTES Signs shown ore (/) existing signs to be moved to new locations, clear of the immediate work area, or removed, (2) temporary signs necessary for the operation of roadways put into use during the stage on which sign is shown. 2. Unless otherwise indicated, o// signs shown ore existing signs which may be moved, or sign panels which ore to furnished be State. 3 Normal construction signs are not shown and ore to be installed at the direction of the Engineer 4. Final signing shot/ be installed during Stage.Ill or when approved by the Engineer. 5. Stage construction signing is to be removed as shown or when no longer needed as directed by the Engineer. 6. Stage construction signing to be installed with applicable phasing. R7 w21 gct ict 67 5"CAPS SARATOGA OR W74(Lt) RH RIIA RIO(Lt)IN 677 R43 6"8 4.5" San Franci sco /1013 San Jose, G92 R44 G92 ... 1 G24 /61x 90" Ralston Ave Belmont EXIT I 1 MILE Remove Bridge mounted. QUANTITIES Wood Stage Construction Size I II in 4"x 4" 0.3 0.1 0.1 4"x6" 0.4 0.3 0.3 6" x8" Total 0.7 0.4 0.4 GRAND TOTAL 1.5 MFBM These quantities are •approximate Exacteize end length to be determined by the Engineer. EL2 LINE Foster City r S. w . ............. LINE Remove W21 5" EL4 LINE.. A, t°6 / ../2 677 a.. Canty h. MS Taal ► m II .I ttt.r les 04 SM 35 Men 7/ DESIGN ENGI DATE APPROVED /. REGTERED ctttENOR*EER No 1 1 1 51 February 4 75 6"a4.5" RIO(Lt) I vfii(Rt) INCOMPLETEEr ��R LEGEND Permonent .Construction Limits of Traveled Way During Phases Traffic Flow Phase This p/on accurate for signing only. R36(3) STAGE I STAGE CONSTRUCTION SIGNING DS -2 FORM H 328301 Os. C•+r► Ake ►.e Mates TeNI hype Re 11P hid .111”0 X U, N 4 0 APPROVAL RECOMMENDED BY J. B. WATSON W C N N DESIGN ENGINEER 0 x W F a F- ti N A. M. SMILIE it RII RI IA. W 4. O tv LINE,. at- .. >_... V.///l4 G —yam MPLETE PLAN DESIGN STUDY This plan accurate for signing only. 04 SM /0/ DESIGN ENGINEER DATE APPROVED 36 REGISTERED CIVIL-9KiINEER NO 11 151 February 4 75 Remove WII jRt) RI8(Rt) New ; Sign Pane/ LEGEND 7/ h W74(Lt) S/o„ Pane/ Permanent Construction. Limits of Traveled Way During Phases. Traffic F/ow for Phases /or 2. Phase STAGE fl STAGE CONSTRUCTION SIGNING DS --3 '.f M "3 9Z PE 328301 X a 0 In N N APPROVAL RECOMMENDED SY J. B. WATSON W 0 10 N N 0 2 0 In N ROJECT ENGINEER M. SMtLUE d • -19 Remove R7 st San • Francisco Son Jose 401 l H WIt(Rt) G92 RU RUUA —.; EL2 ONE' R11 RICA S This plan accura for signing only. 274 \ . 1N Fo w. 04 C — eta SAI f /0/ rots+• Tai!"irM esw 37 DESIGN' ENINEER G NEGISTLMED GMl 1� NO IH51 DATE AN/MOVED February 4. 75 7/ 677 6//B�.5r� 13 Son Francisco r Remove RI8(Rt) VEZZEZA r LEGEND Permanent Construction. Limits of Traveled Way During Phases, Traffic Flow. OPhase E PLAN pE )�S,GN STUDY STAGE ICI STAGE CONSTRUCTION SIGNING DS -4 FORM MD 92 F! 328301 ` S S 9" ♦t`r / .[ D!5' liUMt• aOVTE PQCI w1,E5 'c'AL PROJECT s..(Lt TOTS . ,h iiCa' b •,'tip+ .. kY k Z+'.' CR'-T?" - yJ� ` y� 7 . '� E _ t.ry «St V. \ 's• a �MTi T. � .P ���� ,y�j, ,�, , tip:, . 5 •.q'c, 'i+ y rAr all M1 `l 'k ��b } fi':: ,• ' W 7�,, 4' rye i =i > ?I 4'", '� Y'�. . Y A. ^k i - -, > , J f' S. _ t { F � i' f` Y , w €" i. �' t iry V nA '"Lw `r, t� 1 de �r � z� � ,'v i1' - "i P t zr . a y� z � �' 3. ` F�. 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L �.✓ RR �f' ��r7`�`f"MM '�I ..q , �`ItLA "giC'i2y ..-� ��'' }} F �. tx � .�.« � .,�. . .., ��.�.� 1 (•S l• ,K.�.y, 1 ., « S}I F FORM H -L1-32 FER 7C+ %& x Mi rL. i FORM HD 92 PF 4 NtTAJ .- rag N.1.. ©t4 atral040 s q' r Apr Or %gon •, i 6 Cr ea '% 0 7 i4" 8 9 E.XI°3j1a1Cr 211)4-- ,w— recce-rn P VE� te P�"pN INCCMs GN S?00Y FOR D • A 820 R/W County DATE APPROVED Shaer No. Total Shoo STEREO LANDSCAPE ARCHITECT NO. II4) IRRIGATION Scale : 1"=50' a I i ltrammessilatt 1 X x X x FORM HD 92 PF 4 A I t:'s '. .. .. CW. '•.v'r'A',, LL.. A{y".. ''S0MS is :',.r. ✓ ...y .� a-. t•-• s.. r... ;, r ., fr 112-Iz-I at Ar-t••Iat4 co-E.�. Tire- e- A 51n2.0 -Lt*o SFthW 1}44) a.1.,E17 D!1 ew1+1.Cr .1011411 5 rizatA - rocs. Az , 145, e>, g -+uk1.>are G4P.U- INS LLB o1�e Foci- favM r sio5wAl,k/, dNv ow2-t>3 Z. couneot, VAL ed, 54}ALL t'S 111hTAtlAR.O A MAXIMUM SI4Ouu .pe, CUP-Ms3 111I' 'alp5 WAi,I<c7. ct `tar rizeM X111. =-- ooNNEoT - Mr. '3 rfLY To exl4?T. wRT uNe 1 cMem,x9gaK- Ak4r0 BXlyfA1J er I � w cro�orl qiY4I1v.+AS . 9 k4,� -Ce5 2' „ 2" / Iti P. f'°rzT cIp.CLe. * ALL boJuy7dbt.e A.12 -c elopt 914Aw 155 17O'i11-Ye- 1-oC -R-16r 67 : evUs tTea- OPC..E 14 - 14ALr. GItuLE= S' luiw6tz SIiN.L $ coNSTTtl1GT iM t2LGropc,, CiT31146000 cira k-. 0un't, rz INCOMPLETE PLAN FOR DESIGN STUDY ,t1.BL0GA'j'E 41.L. rpAft-Al.t.t4L 41 114 ECCrE• o� ti4out.ntl-- 04 vNc4top- ta'rrh. N N To • r{%OMA 41c41 -or- patr, 1", 7 '140 / 4. 14. r. . • - . 4 )4 %. Al( t$J' A1 -t- rum 1LI.. oft -1 4caslo 4' pot for or et -ore - 2' 541x410 c a,tne Dist. 4 County SM 101 Pon Milt Total Prejoct Shoot Ph. Total Shoots ISTERED LANDSCAPE ARCHITECT NO 114e, DATE APPROVED_. _. S r {s -I t -I LE 1 S G L(• w U L E YtAr>6I- TYPE ta 40 1pteca nc (G•Q M,) V '3 50' Ma-jt1Di. -4 Q a $ A. itdt%+.a' 5tvs II 7AC r 94' it" 0 Xs -ere 15 For4-"( rap -up Pep-tr Slttzje, 62-41- 40 30 IL 3.g 1.1 3471 22' 7o' 566 1196 - { Aee \mar* VANOAL a86Pt4ANT W '%' MAO •StIpta9MT ret,,AN cry_ a-11 4 35 A4 Pitorm MOO .70 - 1.38 21' 25' 19,40pc, as - plc 1\Ja i - 31 ror-ur -6- 01. k1 2 °7 0 t ca' 12" 20' 4 CoINWCf 1 p• `frri-f V To 0wq- ti' Suf7rI.Y 1.We 4 8 3±1fi 0 -O -0 -O -O --O W-12-t&r4T'tU1,t t.EzrEf-it2 f'L�SrIG rlr- C 5urr-.Y LINE CONft2.0L VA t. ?sox. • vixen. NOZZL-e LANE �� Art -vac> r, azulcw. cou wa LV�ct•Testa =Vt.t2. .�T f'K-dM �Xlei 114Cr I et ak °) b 1 rJ7. �� CeFINr£Cf 127 EX ISTWIGr I Wz4 Ca -Al -10A %'1'tTt5M eaclkr(luce IwacrdltaJ f501/4 TD p-e».Atl e)4I T IN4r ia.g-icrATioN SY'M 72215.es aakatEn, AOCrt440NWD , oa. L6LocATto G" G,nj? WA"J�94 W-1 G& OVF4z- Ec;" 11al WA(P-� I-JE. -Watt EL -1'- 11C >rr $ 'Y T, tom. Gti ::::14.4712trilataret20:261 Sfl4 ifs FrOM exI.T NA TO e,5 t2e-rA Ovec OP- FLU rev. Tor or cxizouuD !fie&Ap oi4 a t rm 5M -VAC -W 621146- COura tNG- VALVE (Q-G.V.) OIl CaL1/41. iWa5a- QOM alegiwe- It-a-IC-rATIOt1 Sys1tlA it ft7e, t-M6Vep. eXlc'fjt`1cr 2." WATER- MEjW (....©c. l'Et7 LEFT °F 4TA. 823 +4o (Ep41- 41e) NEA2- R -/V/ 9 820 IRRIGATION Scale : 1"= 5O' X X MATCH LINE x FORM HD 92 PF NS, LINE coo CA..p. so., m 11 2 gowb II cur. Ler. 360 AG -A, AtoI lo.c. SO AF IAN a-11.mE1z.. SD LINE I WC L/NE 2 jT MATCH FINAL PAY QUANTITIES a-/ DATE APPROVED Pose Ms Total Project PLANTING rh.ora imainsa avanamerw assn rossansmaecs,. par 8 -2 X X O. 4 C a x : oRM HD 92 PF Dist. County Peub DATE APPROVED 3 d c rter- s4s'+otL. L Nip7g5 -72 **/' ai".. itt Fq.b44rFn A• PNA tM'JM " F174%),‘ I 4,10E-'J .. Z. ,1ertic fl1.4 '7FhhLA. .4b - pLAt•s'('lir0 J IAN IMUM o 2 rgrer • 112-mo o ate-A4A,. { -ot.�i��r .). nq I N tN11M or- 'sec- fvoM esp. ietlIpttisneree *440 our' . �. c.A i4btze1U.7 "{CS ft, 47) 71.42447-0 A. AINIwu3M ,,-110 4 . !'e1JCO5, t»,/PD AC.EAS, " 7, '344-2417.), ANIP p. MINIMUM o{s ONE: P7Cf flOp/1 eY.10311,4CT I € fit#1,1T. 14-Evritza cS4AO4 EM t C 4t. CPw) S4aw et °Lai-Argo 11,11 'fA° LCie. ° gx l PI Cr - e D , itALOW&Ib a ACTIS/716.417k1 Co 8 9 GULF. Vp . tsR', r4 -°r. rizAt. 4- clip% LEX- E.XleM1UC' ce µr artitc07 Covets.. n$o X t)cr 'pale Woe a -17-456 wsc- t acaii o 0 yo �Q3 S 7 i 7 8 9 8/0 EC L /NE 2 3 4570 4w. ca4 7 8 9 8/0 / NS/ L /NE 2 3 440 bctA. ©.c. Gut,T. 440 so. t' , 31 y4+o-j. faNt FINAL PAY QUANTITIES Post Mite, Shoot Total Total Project No. Shoats . tJ}V S Rrlrttn•ckt roilirt, Morn lzfi 51d2 ._ Not.drail 311.51 1 i A 511151)TJbt.alar Hur,c� Roi;:ctu . Concrete Pile C1nsr, '(O-C.�'_"~ Jpzci-ftect Tip Elev. 5O Probable llp Elev. - 85 yC _ c.)., End Pit _ t' Abut. t bent 2 Datum Elev. =-20.Q' 49 c 701- 0 Rottric �E7� 1St 1nr� tnd RAILING ELEVATION - RIGHT SIDE 0" rt° "K' t5. nap - Bent 3 -50 SECTION. A -A i"- `Ot x"Tsting structure tot shown) O\ Structure. Mounted \, sign. ii.enRooti Plots U - .ent 4 6G� Q and PoS;i 1 s 51 60 Flare _Ln Ea; 4c3+21.99 pun. we 813+15.32 POT. Et 50+00.00 SOT NS. 83+14,8GPCT = ice w. \AI \d2l."' vs (('310) CY..cirt \.i lk Ra;\tr,t3 Type 7 13isrr4ctt: Rcbt1tipcg:_ Tope" as Abut, 5 Bre se el Gtrciers st3 .1;.35P'5=c 48 i PQinf''E?t Mc). 35-138 and 'y or' co,nstruc.tc d-.` P4jrd "Eui:.t H.i' Isdale ,1vd. U::' -~~indicate es. stiri9 ¶Aructure ® = PO : , t + of 1 Yl t n t r-n4vn N tr t c.ct �;aorc:a 't 2 03 Temporary Railing K 49 444 - tit 'r 1 1 t 0 w cn 0 z U) 481 -r PLAN 1 20' 46 tO' 8 514- ?-%°,.'d • —' €..b �I \ 2 j. X 36'- 0" e DIST. COUNTY ROUTE POST MILES PROJECT "In w. Ten" SRun -TOTAL 04 1M 101 CH EE ENGINEER - PLAN/4140 BRANCH REG'S/EREE C,50 ENG'NELR NU%.(aEo CtgEE • OYE;6E Of Si RUCTUREs WTI APPROVED......__ - 1 94}-1 rnln. Er, Varies L h Curb it rctt+mc� to be. r e"n o,: o.d 36'-0"rnin.e• Votes Slope to rtc33ch ¢existtncj deck .. - E! Line Ekt51-. ralltn7 •' tc be rerncveri Eit . i :'cDi,ieir, i to rtm1)tr., ..�-,.i- -'�'T/0-�anp br yatwecn {� 1-7 co t�.r ai.a yar'�P2 4 11 R c:. ;TEN r ._ t i at ctrct:LItr or — . • D2 b,. rrY2GiK.. TYPICAL SECTION iC` TE PLAN INCOMPLE STUDY FOR DESIGN 52 N Submitted by btt'GM tIO'Ne'ER Approval Recommended 135, R*$ STEN(O c LE ONE Ft NVMe oks c?, a ON- OS 0138 OR REG 5(r RE() C L 4 DESIGN DETAILS QUANTITIES 13 D. Vandershdf %r Cun•actcho 814 Checked A/C* G'vst4'o (2-Y checked/Vey C:aSIodry /2.•7f Checked 1_ Oaci Facfor LIVE LOAD N• : NS 20-N A D ALTER ATIV 'M; Cc.rnocho fly LAYOUT SPECIFICATIONS 4 Ch - ed Plana and Specs Co Paead ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 3 OFFICE OF STRUCTURES DESIGN GROUP, BRIDGE NO. 35-138 PROJECT ENGINEER CU 04220 wo 32a?)O1 POST MILE 11,15 I EAST HILLSDALE BOULEVARD OVERCROSSING CWIDEN) r INCOMPLETE E PLAN FOR DESIGN STUDY PRINTED JAN - 31975 BRIDGE DEPT. STATE OF CALIFORNIA - cvlcvv -C$-1EC KED DE4"rZ HER NUMRER Disregard prints bearing earlier revision dates —to GENERAL PLAN REVISION OAT { (PRELIMINARY STAGE ONLY) SHEET t