Loading...
934b_sppx •.E To Hemet v YEAR 2001 TRAFFIC. VOLUMES STATE Of CkLFFeRNf/1 DEPARTMENT OF TRANSPORTATION PR4.IECT PLANS FOR CnNcTaur'ctOut 0N STATE- HIGHWAY IN RIVERSIDE COUNTY NEAR BEAUMONT AT THE GILMAN SPRINGS ROAD IC E C C)RD D P\ AW ING S To be supplemented by Standard Plans dated July, 1999 Beain Work Sta 32+00 Limit of Work (Gilman Springs Road) Std. 34+75 BEGIN- CONSTRUCTION - STA 50&+00 PM 33.6 KP 54.1 Be( i` n Work Sta 505+00 ROUTE LOU GILMAN SPRINGS ROAD UC CL l x End Work-.,,/ 0W Sto 56+00 HZ The Contractor shall possess the Class (or classes) of license o as specified in the "Notice to Contractors". a _ _ moon nr_nc-a_4-aF tPF'v_ 4 NO SCALE �Za END CONSTRUCTION STA OZZ+ PM 33.9 KP 54_t6 End: Work Sta 525+ Limit of Work (.Gilman Springs Roa Sta. 5.2+25 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES ( l I I I NOTES: A. B. DIST COUNTYT.ROUTE POST MILE TOTAL PROJECT 08 RIV 79 33.6/ 33.9 nEr_ T St5KAY0U MOnOC. TRINITY SHASTA I LASSEN ' TEHAM ~ -- I PLUTAS\ �.ABUTTE rRy U L a AMC S�`� �� _ PLACER EL MARIN � c�P�� ! T{HILUMNE L MONO SAN FRANCISCO 0 P •� gP SAN MATEO SWTf 4Paii� � saEn CLA SANT CRUZ sL .. yA FRESNO two TU.Aw SAN LUIS I KERN OBISPOO I�- SAN SANTA BARBARA p5 ANGEL VENTURA Sj A �• ,I MEMO The State of California or Tts.6fflcers or agents shall not.be responsible for the aocuracy or completeness of electronic copies of this plan sheet. 10 lae(30001, THE CONTRACTOR SHALL APPLY AND OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE BEGINNING ANY WORK WITHIN STATE RIGHT OF WAY etric ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS,SHALL BE PROTECTED AND OR 'REPLACED IN KIND, AT NO COST TO THE STATE, iN ACCORDANCE WITH THE CURRENT STATE STANDARD PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL C. NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY D. E. ALL FENCES RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WiTH'TYPE CL -6 FENCE AS SHOWN 1,14 THE STATE'S., STANOAW PLANS' INGS SHALL OVATE CLEAN IDED IN ANY WITHIN USERNAME _> $$$$$$USER$$$$$$ DGN FILE => 9-\sr79\plans\title. L. S. CHAVEZ � L. Project Engineer a 'No. 41904 o Reg i stered. C i v i I Engineer � Exp. 3131 /04 � rn CIuiL s Q0 9 CAL AUGUST 22 2003 " -plans Approval Date w _ t- 0 RIVERSIDE COUNTY TRANSPORTATION COMMISSION w 4080 LEMON ST, 3RD FLOOR � RIVERSIDE, CA 92502 SC ENGINEERING 143[8 CALIFORNIA AVE SUITE IG4 0 0 VICTORVILLE, CA 92392 W Q �o Permit Tracking.No. 08-02-WMC-1578 o q3 -� INDEX OF SKEETS Sheet No. - I Title & Loaation.Map 2 Typ i aot Cress Sect i ons 3-6 Construction Details 7-8 Edge Drains 9-1.0 Stage- Construet i on 11 Construction Area Signs 12-14 Pavement Delineation 15 . e Summar . tit Quant i. t ie -16 Electrical •.E To Hemet v YEAR 2001 TRAFFIC. VOLUMES STATE Of CkLFFeRNf/1 DEPARTMENT OF TRANSPORTATION PR4.IECT PLANS FOR CnNcTaur'ctOut 0N STATE- HIGHWAY IN RIVERSIDE COUNTY NEAR BEAUMONT AT THE GILMAN SPRINGS ROAD IC E C C)RD D P\ AW ING S To be supplemented by Standard Plans dated July, 1999 Beain Work Sta 32+00 Limit of Work (Gilman Springs Road) Std. 34+75 BEGIN- CONSTRUCTION - STA 50&+00 PM 33.6 KP 54.1 Be( i` n Work Sta 505+00 ROUTE LOU GILMAN SPRINGS ROAD UC CL l x End Work-.,,/ 0W Sto 56+00 HZ The Contractor shall possess the Class (or classes) of license o as specified in the "Notice to Contractors". a _ _ moon nr_nc-a_4-aF tPF'v_ 4 NO SCALE �Za END CONSTRUCTION STA OZZ+ PM 33.9 KP 54_t6 End: Work Sta 525+ Limit of Work (.Gilman Springs Roa Sta. 5.2+25 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES ( l I I I NOTES: A. B. DIST COUNTYT.ROUTE POST MILE TOTAL PROJECT 08 RIV 79 33.6/ 33.9 nEr_ T St5KAY0U MOnOC. TRINITY SHASTA I LASSEN ' TEHAM ~ -- I PLUTAS\ �.ABUTTE rRy U L a AMC S�`� �� _ PLACER EL MARIN � c�P�� ! T{HILUMNE L MONO SAN FRANCISCO 0 P •� gP SAN MATEO SWTf 4Paii� � saEn CLA SANT CRUZ sL .. yA FRESNO two TU.Aw SAN LUIS I KERN OBISPOO I�- SAN SANTA BARBARA p5 ANGEL VENTURA Sj A �• ,I MEMO The State of California or Tts.6fflcers or agents shall not.be responsible for the aocuracy or completeness of electronic copies of this plan sheet. 10 lae(30001, THE CONTRACTOR SHALL APPLY AND OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE BEGINNING ANY WORK WITHIN STATE RIGHT OF WAY etric ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS,SHALL BE PROTECTED AND OR 'REPLACED IN KIND, AT NO COST TO THE STATE, iN ACCORDANCE WITH THE CURRENT STATE STANDARD PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL C. NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY D. E. ALL FENCES RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WiTH'TYPE CL -6 FENCE AS SHOWN 1,14 THE STATE'S., STANOAW PLANS' INGS SHALL OVATE CLEAN IDED IN ANY WITHIN USERNAME _> $$$$$$USER$$$$$$ DGN FILE => 9-\sr79\plans\title. L. S. CHAVEZ � L. Project Engineer a 'No. 41904 o Reg i stered. C i v i I Engineer � Exp. 3131 /04 � rn CIuiL s Q0 9 CAL AUGUST 22 2003 " -plans Approval Date w _ t- 0 RIVERSIDE COUNTY TRANSPORTATION COMMISSION w 4080 LEMON ST, 3RD FLOOR � RIVERSIDE, CA 92502 SC ENGINEERING 143[8 CALIFORNIA AVE SUITE IG4 0 0 VICTORVILLE, CA 92392 W Q �o Permit Tracking.No. 08-02-WMC-1578 o q3 -� - v N V C> C> N <—O.(0) 1g0(220) Nc� Rp zj i00 1 C-4 5� �N( kpC29g� 3 Z 0M a N 0a O � O 23g 3� RAMP aD —_ N N 2 /2$ LEGEND 0 T (� 1 AM PNi PEAK HOURS �` � J 0o •.E To Hemet v YEAR 2001 TRAFFIC. VOLUMES STATE Of CkLFFeRNf/1 DEPARTMENT OF TRANSPORTATION PR4.IECT PLANS FOR CnNcTaur'ctOut 0N STATE- HIGHWAY IN RIVERSIDE COUNTY NEAR BEAUMONT AT THE GILMAN SPRINGS ROAD IC E C C)RD D P\ AW ING S To be supplemented by Standard Plans dated July, 1999 Beain Work Sta 32+00 Limit of Work (Gilman Springs Road) Std. 34+75 BEGIN- CONSTRUCTION - STA 50&+00 PM 33.6 KP 54.1 Be( i` n Work Sta 505+00 ROUTE LOU GILMAN SPRINGS ROAD UC CL l x End Work-.,,/ 0W Sto 56+00 HZ The Contractor shall possess the Class (or classes) of license o as specified in the "Notice to Contractors". a _ _ moon nr_nc-a_4-aF tPF'v_ 4 NO SCALE �Za END CONSTRUCTION STA OZZ+ PM 33.9 KP 54_t6 End: Work Sta 525+ Limit of Work (.Gilman Springs Roa Sta. 5.2+25 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES ( l I I I NOTES: A. B. DIST COUNTYT.ROUTE POST MILE TOTAL PROJECT 08 RIV 79 33.6/ 33.9 nEr_ T St5KAY0U MOnOC. TRINITY SHASTA I LASSEN ' TEHAM ~ -- I PLUTAS\ �.ABUTTE rRy U L a AMC S�`� �� _ PLACER EL MARIN � c�P�� ! T{HILUMNE L MONO SAN FRANCISCO 0 P •� gP SAN MATEO SWTf 4Paii� � saEn CLA SANT CRUZ sL .. yA FRESNO two TU.Aw SAN LUIS I KERN OBISPOO I�- SAN SANTA BARBARA p5 ANGEL VENTURA Sj A �• ,I MEMO The State of California or Tts.6fflcers or agents shall not.be responsible for the aocuracy or completeness of electronic copies of this plan sheet. 10 lae(30001, THE CONTRACTOR SHALL APPLY AND OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE BEGINNING ANY WORK WITHIN STATE RIGHT OF WAY etric ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS,SHALL BE PROTECTED AND OR 'REPLACED IN KIND, AT NO COST TO THE STATE, iN ACCORDANCE WITH THE CURRENT STATE STANDARD PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL C. NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY D. E. ALL FENCES RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WiTH'TYPE CL -6 FENCE AS SHOWN 1,14 THE STATE'S., STANOAW PLANS' INGS SHALL OVATE CLEAN IDED IN ANY WITHIN USERNAME _> $$$$$$USER$$$$$$ DGN FILE => 9-\sr79\plans\title. L. S. CHAVEZ � L. Project Engineer a 'No. 41904 o Reg i stered. C i v i I Engineer � Exp. 3131 /04 � rn CIuiL s Q0 9 CAL AUGUST 22 2003 " -plans Approval Date w _ t- 0 RIVERSIDE COUNTY TRANSPORTATION COMMISSION w 4080 LEMON ST, 3RD FLOOR � RIVERSIDE, CA 92502 SC ENGINEERING 143[8 CALIFORNIA AVE SUITE IG4 0 0 VICTORVILLE, CA 92392 W Q �o Permit Tracking.No. 08-02-WMC-1578 o q3 -� x >- 0 m - w w Ir !n - w > 1-- w w a cr 0 �m r om w l- o <w (a jz W _0 V _j v) w ::(w z UQ V w w x--- z 0 Z w U w a. x ti of u f - EXIST R i W 100' & VAR (30.48 m) V-7�c------ i A w 8' M I N 8' 5.49 m) (2.44 m) MATGH- EX I S -T CROSSFALL 3, (0.91) 0.32' (98 mm) AC (TYPE A) 0.95' (289 mm) CL 2 AB EXIST R/W 12' (3. 66 m) 4' (f 22 ) (5.49 m) -l- I . m. I 8� I (2. 44 m) i r SAW CUT LINE ! E 2% & VAR. (5.49 m) ---------------------------------------- -- ----- ----- lilt I r I-----------------------------------------------------------------u F�--- I. O' M I N (0. 3m) 100' & VAR (30.48 m) m *0 L, LAu� GILMAN SPRINGS ROAD STA 448+25 TO 52+15 65' & VAR (19.8 m) 1. 8' k-2.44 m) , 1,00 X " 0.50 OTPB t328mmx164 mm) LOL / 3 20' w 9' (6 m) (2.74 m) MATCH .EXIST4' CR _ SSF (1.22 m) 3' f0. 311 , 7A�B- REMOVE 1 29 1 ' MIN 3m) 0.551 0168 mm) AC ('TYPE 0.25' (76 mm) ATPB 0.95' (289 mm) CL 2 I ------------ EXIST 0.32/ 0.32' (98 mm) AC (TYPE 1 0.95' (289 mm) CL 2 AB XIST .321 (98 mm) AC (TYPE B) .95' (28.9 mm) CL 2 AB. (3.66m TO 5.49m) , i i I i ! i ----------------- EX IST R/W 84' & VAR (25.6 m) 1 VAR l•2' TO 18' 10/& VAR i 39m TO 3A54rn&VR) 4'& VAR C I 22 m.) cn. 081& VAR 8' l'`► 18' MIN. (2.44 m) (2.44 m) (5.49 m) SAW CUT LINE 3 MATCH EXIST w CROSSFALL 2/ & 3' VAR. _ 1 (0.91) T6' & VAR (23.2 m) w w 12' 8 (3.66 m)1-('2-.4!4 m1 W CUT LINE EXIST EDGE DRAIN -----a 1 \\ I NORTHBOUND ON RAMP ---------------------------------�II- - I.O'MIN-+ (0.3m) GILMAN SPRINGS .ROAD STA 34+82 TO 39+40 EXIST R/W EXIST 0.55' (I 68 mm-) AC' (TYPE B) 0.25' (76 mm) ATPB 0.95' (289 mm) CL 2 AB EXIST R/W ,-A G "DIKE . -'--------------- (TYPE. E ) 0.32 (98 mm) AC (TYPE A) 0.95' (289 mm) CL 2 AB EXIST 0. 55' ( 168 mm) AC (TYPE B) Oe 25' (7-6 mm) ATPB 0. 95' ( 289 mffr) CL 2 AB FOR REDUCED PLANS ORIGINAL 1 2 3 SCALE IS IN INCHES I i I i ( I I w w NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER EX AW 3. FOR LOCATION OF AC DIKESA SEE LAYOUT/CONSTRUCTION DETAILS AND SUMMARY OF QUANTITIES SHEET 4, SEE LAYOUT/CONSTRI,ICTIO.N. DETAILS FOR PAVEMENT ELEVATIONS 5. DIMENSIONS IN PARENTHESIS ARE METRIC EQUIVALENTS. 6 4a_1 OR.FLATTER FROM 39+00 TO 39+40 Ur7-9- 1,00x0,50 r (328mmx 164mm) LOL 3' -� (0.91) 9, is (2..74 m) . 8'12' ! 4, _ (2. 44 m) r (3.66 m) -,!(I . 22 m)L SAID CUT L IN€! I` --i 2%-& ! VAR...f ------------------------- ------------------------- ------------------------- 1.0'MIN--� (0.3m) V) w 20' (6 m) 4TCH EXIST ROSSFALL 3' (0.91) r ` 2$ REMOVE EXIST EDGE DRAIN 0.55' (168 mm) AC (TYPE A) 0.25' (76 mm) ATPB 0.95' (289 mm) CL 2 AB SOUTHBOUND ON RAMP AS R IT TYPICA RY USERNAME -> $$$$$$USER$$$$$$ DGN FILE => gn\sr79\plans\typical-01.dgn ! CROSS SECTIONS NO SCALE TRACKING NUMBER X-1 Q8-t)�2-N-MC- 1578 '13y-! DISTI COUNTY ROUTE rU51 TOTAL M i L L5 PRO.IECT 15HF-Erl NO. TOTS SHEE OS RIV 19 33. 6/33. 9 2 16 S• C Q • @i Fly . )FESSj �'�4�� REG IISTERED C-fV I -L ENGt �R L A ego tiw tic y R. S. CHAVEZ AUGUST 22, 2003 PLAN aPPROtra r1arE 41904 DESIGN DES I NAT I ON (RAMPS) RIVERSIDE COUNTY � xp, 3/3I /04 CIVIL � TRANSPORTATION COMMISSION sr4 `p 40$0 LEMON. ST, 3RD FLOOR 2 -0 -OT ADT = Zfi200 RI -VERS erg€. CA 92504 2015 ADT = 46400 T= 6% SC ENGINEERING DHV ( 2001) = 300 V= 25 MPH TO 55 MPH 14318 CALIFORNIA AVE SUITE 104 DH=V (20154 = 600 T, F.--4(0.4vIeTo1iVrLLE.eA x23-9-2 The State of California or Its officers or agents shall not be responsible for the accuraay or oompleteness of eleatronic oopies of this plan sheet. ---------------------------------�II- - I.O'MIN-+ (0.3m) GILMAN SPRINGS .ROAD STA 34+82 TO 39+40 EXIST R/W EXIST 0.55' (I 68 mm-) AC' (TYPE B) 0.25' (76 mm) ATPB 0.95' (289 mm) CL 2 AB EXIST R/W ,-A G "DIKE . -'--------------- (TYPE. E ) 0.32 (98 mm) AC (TYPE A) 0.95' (289 mm) CL 2 AB EXIST 0. 55' ( 168 mm) AC (TYPE B) Oe 25' (7-6 mm) ATPB 0. 95' ( 289 mffr) CL 2 AB FOR REDUCED PLANS ORIGINAL 1 2 3 SCALE IS IN INCHES I i I i ( I I w w NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER EX AW 3. FOR LOCATION OF AC DIKESA SEE LAYOUT/CONSTRUCTION DETAILS AND SUMMARY OF QUANTITIES SHEET 4, SEE LAYOUT/CONSTRI,ICTIO.N. DETAILS FOR PAVEMENT ELEVATIONS 5. DIMENSIONS IN PARENTHESIS ARE METRIC EQUIVALENTS. 6 4a_1 OR.FLATTER FROM 39+00 TO 39+40 Ur7-9- 1,00x0,50 r (328mmx 164mm) LOL 3' -� (0.91) 9, is (2..74 m) . 8'12' ! 4, _ (2. 44 m) r (3.66 m) -,!(I . 22 m)L SAID CUT L IN€! I` --i 2%-& ! VAR...f ------------------------- ------------------------- ------------------------- 1.0'MIN--� (0.3m) V) w 20' (6 m) 4TCH EXIST ROSSFALL 3' (0.91) r ` 2$ REMOVE EXIST EDGE DRAIN 0.55' (168 mm) AC (TYPE A) 0.25' (76 mm) ATPB 0.95' (289 mm) CL 2 AB SOUTHBOUND ON RAMP AS R IT TYPICA RY USERNAME -> $$$$$$USER$$$$$$ DGN FILE => gn\sr79\plans\typical-01.dgn ! CROSS SECTIONS NO SCALE TRACKING NUMBER X-1 Q8-t)�2-N-MC- 1578 '13y-! u x x f DIST COUNTY ROUTE POST MILES SHEET IVIP i TOTAL PROJECT NO. SHEE R I V 79 33,6/33.9 3 16 i CURVE TABLE ( X �` S• atrk REGISTERED C P V I�L ENG I . Qgo ss/o*4 NO R Q T W 07 } 0 1415. 43 ( 431. 424 m-} m Q 42.00 (12.802 m) 880 636" 40. 64 ( 12. 387 m) 64.59 ( 19.'687 m) o W 99-713711 W t 8� 67 (5.> 691 m) I V) W > > 1— 1 W Q - f DIST COUNTY ROUTE POST MILES SHEET IVIP i TOTAL PROJECT NO. SHEE R I V 79 33,6/33.9 3 16 i CURVE TABLE ( X �` S• atrk REGISTERED C P V I�L ENG I . Qgo ss/o*4 NO R Q T L 07 i &00n 00 (549. 641 m) 760 21:' 34" 1415. 43 ( 431. 424 m-} 2398. 90 (73 [. t 87 ml Q 42.00 (12.802 m) 880 636" 40. 64 ( 12. 387 m) 64.59 ( 19.'687 m) O. 12.00 (3.. 6:58 m) 99-713711 1 1 d 82 (3-6-03 M) t 8� 67 (5.> 691 m) 34+52. \ , y R. S. CHAVEZ 2� AUGUST 22, 2003 m w 41904 m PLANS APPROVAL DATE a RIVERSIDE COUNTY Xp,3/3I/04 TRANSPORTATION COMMISSION J>t CIVILA. \P S • 4080 LEMON- ST, 3RD FLOOR �` OP CALti ; RIVERSIDE,CA 92501 ' 4TH ." T e��� tffia8SH `H t SC ENGINEERING 14318 CAL I FORK I A AVE SUITE 104 V I CTORV I LLE, CA 92392 ' \ \ The State of Callfornia or Its officers Dr j�/� jor agents shall notbe responsible for rK F -E ( PE ) I ♦ �- --'� _� { \ �� the accuracy or completeness of electronic 1.- V ( /'l I \ ` t X �., _ copies of this plat sheet. TRANSITION 11` I _ XE I -TARE A a in - W in a Wa. `- - _I z W. In W - Q W = m ------ 0.0 - --------- Cb --_ `__ �•` a, ��� � - - _ ��' �n� ,_.fin. F z w U w X S lim Z a ca x is uj 14-79 ' RT 34+79.52 L AN SPRINGS 1N- AC DIKE I UPE'Kin 41 �-\\ WONuwm . E) LIMITS OF AC PAVEMENT (XX.XX) DENOTES EXISTING ELEVATIONS 40+30.65 EC 39+59. 5 CL G 1'LMAN SPR I NG RD= 51 7-x-68. I LOL SOUTHBOUND ENR C4 ERAMP .�'--- -"-__---------------- -_-_"---_._ - �� /, ` ' ---.-- ------------- — —------------------------ -- — _ - - ---- -- - ----- ------- - ------- --------- ------ ---------------- ---- - - - - - - - - - - - - - - - - - - 1+- -----"" ' 0 =1838. 00 X R/W 7 X AC DIKE 000-0 1 (3 12M i E X T lb ----•-- --- - _- --- -- ---------- SLOPE X �C _ 39+00.28 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES CU -T L 'r,Tiy or 2 ' ! 4g-4.55 a 3 _ ° -—A84°-02'-46"E- \ (c p r , 1 wb l y" 46 :109- �O— 9✓; "C 1 J11 FVK `� gs �� � (� � moo• ='` � 3�f It tr°j S (TYPE E i, `• E it I i It 19/ it It I 11 I I MATCH LINE SEE SHEET L-2 USERNAME => $$$$$$USER$$$$$$ DGN FILE => q-\sr79\pians\const-0I.don /Ii OOF LOPE W 01T ,EINE LAYOUTS/ CONSTRUICT ON DETAMS SCALE: I " =20' TRACKING NUMBER L_1 W a O �n 08 -02 -N -MC -1578 x x -- x x wl 1%% �- } Dm m w �-0 <w a JZ U. U— U J W W Q W U0 CV Ir w C9 Z w U w 3 O it a. ;11 NXIMILFIF (XX. XX) DENOTES EXISTING ELEVATIONS FC, ST COUNTY ROUTE OST MILES SHEET TOTAL TOTAL. PROJECT NO.. SHEETS 8 RIV 79 1 33. 6/33. 9 1 4 16 R€G I STERED C f V t L ENG U �o QRbFESS10kq( h R.S.CHAVEZ AUGUST 22,.. 2QQ3. �.. u, 41-904 a PLANS APPROVAL DATE RIVERSIDE COUNTY xp.3/31/04 TRANSPORTATION COMMISSION sr4 CIVIL `p 4090 LEMON ST, 3RD FLOOR. RIVERSIDE,CA 9250t SC 1ENGINEERING 14318 CALIFORNIA AVE_ SUITE 104 V t Ci'€ RV t LLE, CA a2r309,2 The State of California or Its offloors or agents shall not be responsibts for the accuracy ar campleteFless.of e:lectronlo copies of this, plan sheet. >< >< R/W X X SAW CUT LINE X X X X X v RAMPx-'�-- NO NO R d I T L © 550.00 (167.640 m) 250 51 ' 250 126.25 (38.481 m) 248.21 (75.655 m) TOE OF SLOPE LA T uu I Si CONSTRUCTION DETAILS SCALE: P=20' =20' L-2 FOR REDUCED PLANS ORIGINAL 0 1 2 3 USERNAME => $$$$$$USER$$$$$$ SCALE IS IN INCHES I I I I I I _i DGN FILE => g:\sr79\plans\const-02.dgn TRACKING NUMBER 0 8 -02 -N -MC -1578 z a 00 I W0 a 0 I_ I <ol ac F 0 w Ha W o _jz U1 �U U—U J U) W aw U� U X r7l CL CURVE TABLE NO R d T L IU 1800.00 (548. 641 m) 44° 57' 3" 744.68 (269.980-M) 141 2n 1 8 (430. 432 m) O 42.00 (12.801 Ertl 8.8° 06' 36" 40.64 (12.. 386 m) 64659 (19.6.a6 m) 3� 12.00 (3e 658 m) 89° 07' 37" 11.,82 (3.602 m) 18e 67 (5.690 m) MATCH LINE SEE SHEET L-4 `\ e f _ f � 83r l t 1 , 1 i IN r f TOE F ; „ t SLOPE i 4' 'j r ry t [O " 1 2 tr 3r1\ I 1 t 1• � 1 r, )N\ Loitr 1 9 r F i �.,: � Y i f A fit `. +i - i 11 r— / A_�_. ` '72 OL L O+dUn U ' RT\.L fes" \ \ '_v ` E; -- _ 44+95e 20 BIC lit ~ { 1 l 1 I 1 I I I N a " /TEMQ FENCE B-CIk SAL\ �i 0 MBGR W/TERMI SYSTEM (TYPE SRT) kR-EA ( ESA. 1 _ Aj /8,38.00 Cp �- F L04. - LT S.AW. OUT L I. :,�` � - - - �-- - -�'\- _ - - - - - - - \• \ `'`--___ .--_ �-—_-'.-�\ coi40 �� O \ \\ - `moi !�� '� � ` ,� '. \\ \, Ay�,,�4') '- LEGEND LJW TS OF AC PAVEMENT W. XX). DENOTES. EXISTING ELEVATIONS n r IX I 47+77-e 8 �C'L INN AN SI- RtIV S 0'Q= 08 LOL NORTHBO> ND NT NCE AMPS. \ IN. \ `l \ - 1. ��. \ � N \ FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES I I I I I 1 _I USERNAME => $$$$$$USER$$$$$$ DGN FILE => g-\sr79\plans\const_03.dgn F 59+07.31Y EC LAYOUT, 00NSTRUOTIOIM 0"`ALS SCALE: 1'=20' L-3 IFOX J TRACKING NUMBER 08 -02 -N -MC -1578 q3y� DIST COUNTY ROUTE POST TOTAL MILES PRGJECT SHEET NO. TOTi .SHEE 08R I V 79 33.6/33.9 5 16 S- C ..Q REG I STERI=D C f V f L ENG f AUG.U.ST 22,` 20.03 PLANS APPROVAL DATE RIVERSIDE COUNTY TRANSPORTATION COMMISSION 4080 LEMON ST, 3RD FLOOR QRo ssroka ESQ- t^yc h R. S.0HAV EZ wNo. 4 t<304 m � M, xp.�/3I/04 srq CIVIL `p ef��E RIVERSIDE, CA 92501 SC ENGINEERING 14318 CALIFORNIA A -VE SUITE 104 VICTORVILLE,CA 92392 The State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic coples of thi.s.p.lan sheat,. :,�` � - - - �-- - -�'\- _ - - - - - - - \• \ `'`--___ .--_ �-—_-'.-�\ coi40 �� O \ \\ - `moi !�� '� � ` ,� '. \\ \, Ay�,,�4') '- LEGEND LJW TS OF AC PAVEMENT W. XX). DENOTES. EXISTING ELEVATIONS n r IX I 47+77-e 8 �C'L INN AN SI- RtIV S 0'Q= 08 LOL NORTHBO> ND NT NCE AMPS. \ IN. \ `l \ - 1. ��. \ � N \ FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES I I I I I 1 _I USERNAME => $$$$$$USER$$$$$$ DGN FILE => g-\sr79\plans\const_03.dgn F 59+07.31Y EC LAYOUT, 00NSTRUOTIOIM 0"`ALS SCALE: 1'=20' L-3 IFOX J TRACKING NUMBER 08 -02 -N -MC -1578 q3y� x D x -- x w w W m — W w ry V) - w > t - w ¢ � 0 q o m >- w ori F- 0 aw Cl _jz w U 0 In w <[ W S 00 Cl it w w z 0 z w H V W O it a F- e s� OC U W N NO R Q I T L 600.00 (1.82.. 0.00 m) 63" 47'3611 3-73.42 (11-3. 81.8' m) 668.. 04 (.20.3.620 m) LEGEND (XX. XX) DENOTES EXISTING ELEVATIONS DIST COUNTY 08 RIV ROUTE 79 33.6/33.9 mm REGISTERED C -V i L EKG [ �o lv- F' S�oH�C H R. S. CHAVEZ z AUGUST 2,2,. 20.0.3 PLANS APPROVAL DATE � Pio. 4f'364 z RIVERSIDE COUNTY xp.3/31/04 TRANSPORTATION COMMISSION s>q CIVIL \p 4090 LEMON ST, 3RD FLOOR s�► ►1 RtVERStDE,CA 925C7t SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 VICTORVtLLE,CA a2392- The -2392 The State of California or Its officers or agents shall not be responsible for the accuracy or, completeness. of electronic copies of th.l& plan sheet. LAYOUTS/ CONSTRUCTION DETAILS SCALEV- [4=20-' FOR REDUCED PLANS ORIGINAL 0 1 2 3I USERNAME => $$$$$$USER$$$$$$ SCALE IS IN INCHES OGN F 1 LF => n4 einn TRACK I NG NI IMRFR L-4 nR-n9-M-kAr-iti7 v M N O c9 w 0 Cl w 2 zo 0a n wo �0 C> _j J 0 KS,'ff i x X 91 KI NOTEl EDGE DRAINS SHALL BE CONSTRUCTED PER CALTRAN.S STANDARD PLAN D99A N.>- _j z _jz w Z)0 Y U— U J (n W aw = U D U W w r W w 0 a_ x&90 - /! 512+05 A 510+05 - / 508+?5 _ 11.0 q 0 W A CA 2`7 ( 2m E -03 3 Jam_-- ---------- '-- ---_------=``'� -_RAMP�- A I 4'(16s5 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 515+55 0 0 1 2 3 ,14 % �% j it / / k ! il� rr f DIST COUNTY ROUTE rvb l M I Lhb bmhll I I TOTa TOTAL PROJECT NO. SHEE 08 R I V 79 33.6/33.9 7 16 REG t STERED C f V I L ENG F �o QVpF65S,aN;f! H R. S. CHAVEZ AUGUST 22, 2003 W4t904 m ( i PLANS APPROVAL DATE �' �+ RIVERSIDE COUNTY Xp.3/3I /04 >} TRANSPORTATION COMMISSION CIVIL \P 4090 LEMON ST, 3RD FLOOR ASCI CAL R I VERS t DE, CA 9250 t SC ENGINEERING ( 14318 CALIFORNIA AVE SUITE 104 I VICTORVILLE,CA 92392 The State of California or Its officers i' or agents shall not be responsible for the accuracy orcompletenessof electronic copies of this plan sheet. Ai, 8" 8 U IL T 01IRECTIO ' THIS SHEET ( r ` ( ` R/W fl ;` II 1 I I 1 I i I I t j I 1• II I ' % 4 1 I I I i II 4 /, � 'moi.-,-% �•,/i I I 1 •i, 1 1 ' i �� y�1 Jr � _ USERNAME => $$$$$$USER$$$$$$ DGN FILE => g--\sr79\p I ans\dra 1 n_01 . dgn :rte; ob,20 ED -GE DRAINS. SCALEa I " — 50' W o TRACKING NUMBER � p D-1 I 4 0 ,Q 08-02—N—MC-1578 "'�y lA x 0 W >- V) m — 0 W cc Vl W > I- W Q w 0 I: KI P NOTE: EDGE DRA [ NS SHALL BE CONSTRUCTED PER CALTRANS STANDARD PLAN D99A DIST COUNTY I ROUTE rv.�1 MILCJ Jncc1 IVIHL TOTAL PR.OJ.1=.C.T N0. SHEETS 08 1 R I V 1 79 33. 6/33.9 1 8 1 16 _ S• C.Q RaFFSs/o REGISTERED -e t V t L €NG t ��o P k�! a� tic ti R.S.CHAVEZ AUGUST 22, 200.3 w 41`904 m PLANS APPROVAL DATE Xp.3/31/04 RIVERSIDE COUNTY TRANSPORTATION COMMISSION srq CIVIL `a 4080 LEMON -ST, 3RD FLOOR QP CAL RtVERStDE,CA 9250[ SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 VICTORVILLE,CA 9,2392 The State of California or its officers or agents shoII not be responsible for the accuracy or completeness of electronic copies of this plan sheet. 0 LOGAT[OR (STA TO STA) w CL V� F -a aC3a� J U' CLLU W LLJ —� c� z J Q a-Uj 1--- t - g^ y� -:C-Ne WQ f -- LF LF EA EA SB ENTRANCE RAMP 508+75.00 TO 515+55.00 RT -689 508+75.00 RT 510+05.00 RT 512+05.00 RT 1...... 514+05.00 RT } I 515+55.00 RT 88I ! NB ENTRANCE RAMP 514+4T.00 TO 521 +05. 00 RT 516+47.00 LT 76 1 1 516+05.00 LT 38 1 1 517+55.00 LT 3t I' t 519+05.00 LT 31 1 1 521+05. 00 LT 24 1 1 TOTAL r 10 I0 1314' FOR REDUCED PLANS ORIGINAL 0 1 2 3I USERNAME => $$$$$$.USER$$$$$$ SCALE IS IN INCHES I I I I I I I DGN F ILE => g-\sr79\plans\draIn_02.dgn 376 -645 27 2 5 54' -9' 3466 EDGE DRAINS SCALE: I " -50' w O D-2 t- I N a t7 iO TRACKING NUMBER I08 -02 -N -MC -1578104 x x 0 m ow w w V) w > t - w Q ce o C3300A \,l V --_ F'L------ L------- LOL (0.30 m)-�i 8' 12' I (2.44 m) (3.66 m) 1 1 I i --T------------------------ L----------------------------- SOUTHBOUND ON NO SCALE 2' (0. 60 m) I' (0. 30 m) TEMPORARY RAIL I` NG (TYPE K) - WITH )-WITH TEMPORARY TRAFFIC SCREEN ----------------------------------- ------------------t----------------- i i GILMAN SPRINGS ROAD NO SCALE TRAFF t£ CONTROL- S I-GNS-STAT [ON*RY MOUNTED' 5' E1.52 m} r (0.60 m) I' E0. 30 m} �WEMHORARY ITEMPORARYITRAFFIC NG ESCREEN . PLAN SYMBOL SIGN CODE PANEL SIZE nm QUANTITY MILta PRQ.IEC.T w m 1-4-11 x4" F - A C30A <w n. I JZ w 00 Y 0— —_jW _j W w aw �� � R. S. CHAVEZ Fy Q u --- C3300A \,l V --_ F'L------ L------- LOL (0.30 m)-�i 8' 12' I (2.44 m) (3.66 m) 1 1 I i --T------------------------ L----------------------------- SOUTHBOUND ON NO SCALE 2' (0. 60 m) I' (0. 30 m) TEMPORARY RAIL I` NG (TYPE K) - WITH )-WITH TEMPORARY TRAFFIC SCREEN ----------------------------------- ------------------t----------------- i i GILMAN SPRINGS ROAD NO SCALE TRAFF t£ CONTROL- S I-GNS-STAT [ON*RY MOUNTED' 5' E1.52 m} r (0.60 m) I' E0. 30 m} �WEMHORARY ITEMPORARYITRAFFIC NG ESCREEN . PLAN SYMBOL SIGN CODE PANEL SIZE NO OF POSTS QUANTITY MILta PRQ.IEC.T C30A- 30" X3W 1-4-11 x4" I A C30A 30'X30' MOUNTED ON K -RAIL I NOT€Sr t. EXACT SIGN LOCATION ANQ POSITt:ON TO BE DETERMINED BY THE ENGINEER x RT 507+80 SB ON P %i % /• r �r "` �� \J E( T R I (T E ). � '-', ��r SEE STANDARD'PLANS TRAFFIC f N jOAG . TAPERS- FOR. TEMPO ARY Q x/R L I G (TYPE K) SHALL BE ACED o 0 KI 3Z+SQ GILMA BEG TEMP RA I L I 20' (6m) RT ETW E 3'1'83 3 �v �v TRAFFIC HANDLING L TEMPORARY RAILING (TYPE K) WITH WITH TEMPORARY TRAFFIC SCREEN �A STAGE CONSTRUCTION SIGN �\ NOTI°E ALL CONFLICTING STRIPING TO bf E. VIED AS DIRECTED BY THE ENGINEER STAGE CONSTRUCTION LEGEND >aaaaaaaoaaaaaa� i �aaaa♦aaea.� SPACIN TYPE P MARKER- IO$I TAPER TEMP' RA I L f NG n TRAI` F I C. CONES AT 50' (15-m) SPAC 1 ATA 10: I M i N WORK ZONE 10: TAPE R 2. TRAF�IC CONES SHALL BE PLACED AT TEMPt�RARY RAILING (TYPE K) TAPER, TEMPORARY RAILING (TYPE K) TAPER PLACEMENT WHERE CHANNEL I ZERS ARENOTNO SCALE FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES TEMPORARY RAILING (TYPE K) WITH TEMP TR.A,F.FtC SCREEN.. DIST COUNTY ROUTE rval TOTAL MILta PRQ.IEC.T JHtt1 NO. 1071 .,SHEE 08 R IV 79 33. 6/33. 9 9 16 S' C`� 1, 0 Rof ESs1n R€ G I STER€D C W f L €NC' t �q! �� � R. S. CHAVEZ Fy 1 AUGUST 22... 2003. PLANS APPROVAL DATE "o' 419a4m A \ RIVERSIDE COUNTY p.3/31/04 �` � l TRANSPORTATION COMMISSI 4080 LEMQN CIVIL �P � of �—' ST, 3RD FLOOR C&►F�'' R I VERS I DE, CA 9250t SC ENGINEERING i 14318 CALIFORNIA AVE SUITE 104 V I CTORV tLLE. CA 9-239,2 J I / The State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of'thts plan sheet. AS BUILT TRAFFIC HANDLING L TEMPORARY RAILING (TYPE K) WITH WITH TEMPORARY TRAFFIC SCREEN �A STAGE CONSTRUCTION SIGN �\ NOTI°E ALL CONFLICTING STRIPING TO bf E. VIED AS DIRECTED BY THE ENGINEER STAGE CONSTRUCTION LEGEND >aaaaaaaoaaaaaa� i �aaaa♦aaea.� SPACIN TYPE P MARKER- IO$I TAPER TEMP' RA I L f NG n TRAI` F I C. CONES AT 50' (15-m) SPAC 1 ATA 10: I M i N WORK ZONE 10: TAPE R 2. TRAF�IC CONES SHALL BE PLACED AT TEMPt�RARY RAILING (TYPE K) TAPER, TEMPORARY RAILING (TYPE K) TAPER PLACEMENT WHERE CHANNEL I ZERS ARENOTNO SCALE FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES TEMPORARY RAILING (TYPE K) WITH TEMP TR.A,F.FtC SCREEN.. LOCATION LF GILMAN SPRINGS RD 730 SB ENTRANCE RAMP TOTAL Ld ► �; ;; = -STAGE CONSTRUCTION bZL L, SCALEa I'= 50' Wo �fSC USERNAME => $$$$$$USER$$$$$$ DGN F ! LE _> a� \sr79\� I ans\staaP__01 . dc�n TRACKING NUMBER 08 -02 -N -MC- 1578 9 34 - LIJ.'730 1, 0 Ld ► �; ;; = -STAGE CONSTRUCTION bZL L, SCALEa I'= 50' Wo �fSC USERNAME => $$$$$$USER$$$$$$ DGN F ! LE _> a� \sr79\� I ans\staaP__01 . dc�n TRACKING NUMBER 08 -02 -N -MC- 1578 9 34 - x K4 TEMPORARY RAILING (TYPE K) WITH TEMP TRAFFIC SCREEN LOCATION. LF GILMAN SPRINGS RD 650 NB ENTRANCE RAMP 880 30' X30" 1-4' x4" TOTAL 1530 W m i -D --�— --- ------ r .% to W4,i X x C30A TRAFFIC CONTROL SIGNS -STATIONARY MOUNTED PLAN SYMBOL SIGN CODE PANEL SIZE NO OF POSTS QUANTITY oA C30A 30' X30" 1-4' x4" I A� C30A 34" X3Q' MOU TED Oak K -RA I L F NOTES= I. EXACT SIGN LOCATION AND POSITION TO BE QETEM.I NEC[ BY THE. ENG I NEER -'•I .----��—---lj-' _../-tel --'^ / %, -� / �� �' / -.*� ' �i If Is i, icarans 2, (0.60 iTr4W' i% I ' (0, 30 m) I OF ARY RA IL FNG (TYPE K} TH TEMPORARY TRAFFIC SCREEN -� H08 COUNTY ROUTE eV51 MILES SHEET TOTAL TOTAL PRO.d T NO. SHEETS R I V 79 33.6/33, 9 1 101 16 .... z S• c - p- gOFESS-j,0 REGIST Or CFVfL ENG( CoQ- *4 ham? c�`yc+ y R. S, CHAVEZ AUGUST 24 2003- 41904* m PLANS APPROV-AL DIATE �* RIVERSIDE COUNTY 1p. 3/31/04 TRANSPORTATION COMMISSION sr9 CIVIL `a 4050 LEMOIk ST, 3RD- FLOOR OF eALI RIVERSID€,Ca g2�ar SC ENGG,I•,NEER I NG 14318 CALIFORNIA AVE. SUITE 104 V I CTORV I'LLE, CA 9.239-2 / The State of CoITfornIo or Its offloers or agents shalt not be responsible for the oocuracy. or completeness of eleotronle coples of this plan sheat. i 1, NJ TRAFFIC HANDLING LEGEND TEMPORARY RAILING (TYPE K) W C T H H WITH TEMPORARY TRAFFIC SCREEN A STAGE CONSTRUCTION SIGN NOTEw ALL CONFLICTING STRIPING TO BE REMOVED AS DIRECTED BY THE ENGINEER STAGE CONSTRUCTION LEGEND LOL 1, CONSTRUCT THIS STAGE (FtNtSHED GRADE1 i (0. 30 m) 1_ md* - TR&FF kG TH-IS- STAGE 12' .E� 8 ►i i (3.66 m) i(2.44 m)i I ------------------- r-- ---------------------------------j NORTHBOUND.ON RAMP N.0 SCALE 18 (1 v 52 m'} 2' I 54+ �r Af�li� i NGS ROAD (0.60 m) i D T, L1 G (TYPE K) ET (0.30 m) i TEMPORARY RAILING (TYPE K) i WITH TEMPORARY TRAFFIC S.C.REEN. i i ------------------------------------------------------------1T--_ !,1 -______________------------------ --------------------------------- +/ _______________ _____________________-----/ j I G I LMAN SPRINGS ROAD NO SCALE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCOES 0 I 2 3 USERNAME => $$$$$$USER$$$$$$ DGN FILE => g.\sr79\pians\stage-02.dgn 11 STAGE CONSTRUCTION AND TRAFFIC HANDLING SCALES I" =50' TRACKING NUMBER SC -2 08 -02 -N -MC -1578 9 34 - B I` X -- x KI ROAD \ CONSTRUCTION. \ AHEAD / 36" X 36" 0 C18 w r In m — ow o Wcr W -w > I_ w< W o Q �m m W 1.-o QW _jZ La _j N W Q ui S U0 U ir w w z z w U w 0 Ir a EI I -m To HE J 4 w W i� t/Y END CONSTRUCT I. ON., 48" X 18" C13 CONSTRUCTION AREA SIGN (STATIONARY MOUNTER) PLAN SYMBOL SIGN CODE PANEL SIZE NO OF POSTS QUANTITY 0 C I'8 3.611X 36" 1-41f X. 4" 4 © C13 48" X 18" 1-4" X 4" 4 NOTES - 1. EXACT SIGN LOCAT I.ON AND POSITION TO BE D€TERWINEI- BY THE ENG- NEER 2. SEE STAGE CONSTRUCTION PLANS FOR ADDITIONAL CONSTRUCTION AREA SIGNS 3. ALL SIGNS SRALL RE BLACK ON -ORANGE F.64 Ir ic _................ _. _.......... DIST COUNTY ROUT£ POST MILES SHEET TOTAL TOTAL PROJECT N.O. SHEET 08 RIV 1 79 1 33. 6/33. 9 1 11 16 `Ca Beau�or� n CONSTRUCTION AREA MCI's o � A NO SCALE `, s, _ o i 4 Q J O FOR REDUCED PLANS ORIGINAL 0 2 3 USERNAME => $$$$$$USER$$$$$$ SCALE Is IN INCHES I L I i DGN FILE _> go\sr79�plans\cgs.d�n TRACKING NUMBER 08 -02 -N -MC -1578 9 3 4 - B Loftssja REGISTERED ED C t v t L ENC e� H4%, H R. S. CHAVEZ AUGUST 22, 2003 Z PLANS APPROVAL DATE . 4T9Q4 3/31/04 "p' RIVERSIDE COUNTY .0 TRANSPORTATION COMMISSION sr4 CIVIL �a�p 4080 LEMON ST, 3RD FLOOR OF CALI RIVERStDE,CA 9250rr SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 V I CTORY I -LLE, CA 92392 The State of California or Its officers or agents shall not be responsible for the aoouraay or om pleteness of electronic ooptes of this pian sheet. `Ca Beau�or� n CONSTRUCTION AREA MCI's o � A NO SCALE `, s, _ o i 4 Q J O FOR REDUCED PLANS ORIGINAL 0 2 3 USERNAME => $$$$$$USER$$$$$$ SCALE Is IN INCHES I L I i DGN FILE _> go\sr79�plans\cgs.d�n TRACKING NUMBER 08 -02 -N -MC -1578 9 3 4 - B NOTES• x 1, ALL LANES 12' WIDE. UNLESS OTHERWISE NOTED 2. ALL PAVEMENT -MARKINGS AND CROSS WALKS ARE T14ERMOPLASTIC 3. CONTRACTOR TO REMOVE CONFLICTING STRIPING AS DIRECTED BY THE ENGINEER x �- W m C] 1 j w w w a m a am m w Ha �w o i Z Ld � U Y U— U J to w Qw m 00 U x PAVEMENT DELINEATION LEGEND /NO PAVEMENT DELINEATION DETAIL FI ROADSIDE SIGN NO. A RELOCATE ROAD.&I;DE S"t --9.10 CHANGE OF PAVEMENT DELINEATION DETAIL RESET ROADSIDE SIGN DELINEATOR (TYPE F UNLESS OTHERWISE NETT€DY < T THERMOPLASTIC STRIPING I r 10 R18-2 0 RIGHT �aNE MUST TURN RIGHT G28-2 (79) x x G44 TRACTOR -SEMIS OVER 30 FEET KINGPIN TO REAR AXLE NOT ADVISED ON 79 SOUTH E n TYPE Iv 0 13 5onderso AIvenue mon may Hemf fi San DIeaoc GE C7 LOL SAN RAMP ----------------- - - -------- -------- --- - '12` (3.66m) 22m) 14 x 3 -TYPE V1 ARROWS 25A�s W75(RT) AT 1251 OC % '' ❑ 517+33.00 EI /x $ W6 (RT) 517+35.00 17+3.525AEA / G28-2 (79)Q2) G43V 508+ 0. DETAIL 25A MEET EXIST STRIP f N`G - i 0 rr :; rr r, FOR REDUCED PLANS ORIGINAL C 1 2 3 SCAT_ l=" 1 S I N I NCNFS I i I I I � t I ` 12 REMOVE EXISTING STRIPING TYPE IV AI RO W L,� OEN N Ica NOTE m NvER AT �0 CATION I, I f , , I I ( I s II „ I , II I I + I --TYPE ARROW GILMAN SPRINGS RD IV Z "'. ARROW I I I I II I g �� r (2 .44m) ;•� --� �ri ._4 .!_.__ ---_-_-------------------------------------------- '(3. --------------- _--------___ - --- - ---3 ---- 121 (3.66m) ------- 2 -- - ,:- --------g q,-(t.22m)--- 520 USERNAME => $$$$$$USER$$$$$$ PAVEMENT DELINEATION AND SIGN PLAN SCALE. I"- 50' PDS- 1 new ■IS r DIST COUNTY ROUTE FUST TOTAL MILES PROJECT ISHEET I NO. TOTE SHEE 08 R I V 79 33. 6/33, 9 12 16 FiEG ERED CfVVLr€Aff'I AUGUST 22, 2003 PLANS APPROVAL DATE RIVERSIDE COUNTY TRANSPORTATION COMMISSIONS 4080 LEMON ST, 3RD FLOOR QRoFESS/o CHAVEZ m a No. 4ISQ4 * xp.3/31/Q4 CIVIL s cal tK otiJG R I VERS t D€, eA 9250 t SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 VICTORVILLE,CA 92392 The State of Californla or its offloers or agents shall not be responsible for the aocuracy or compieteness of electronic aoples of this plan sheet.. GILMAN SPRINGS RD IV Z "'. ARROW I I I I II I g �� r (2 .44m) ;•� --� �ri ._4 .!_.__ ---_-_-------------------------------------------- '(3. --------------- _--------___ - --- - ---3 ---- 121 (3.66m) ------- 2 -- - ,:- --------g q,-(t.22m)--- 520 USERNAME => $$$$$$USER$$$$$$ PAVEMENT DELINEATION AND SIGN PLAN SCALE. I"- 50' PDS- 1 new ■IS r X X K4 X a m N w w V) _ w > h - w Q � D E— Q m w w ,z V Z w F - v w 3 O It a. a TYPE IVARR REMOVE EXISTI- r+TR-� REMOVE \1/'V —.6_—. 12' (3. 66rrt) -- ------ - - -- - ---$--2.44nQ1 --- •. I� GILMAN SPRINGS T FOR REDUCED PLANS ORIGINAL 0 i 2 3 USERNAME => $$$$$$USER$$$$$$ SCALE IS IN INCHES I I i , I I I I DGN FILE => g%\sr79\p1ans\pds-02.dgn DIST COUNTY ROUTE 08 RIV 73 S. F16 R€G t ST€R€D C FV t L €Nt; t AUGUST 22.. 2003 PLANS APPROVAL DATE 33.6/33.9 I 13 1 16 RIVERSIDE COUNTY TRANSPORTATION COMMISSION 4080 LEMON ST, 3RD FLOOR RIVERS IDE, CA 92501 qROFESSrp 4� Fy y R. S. CHAVEZco ° i Ld 4 (904 b \CIVIL�a`p CAL►f�`' SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 V I CTOR=V t LLE, CSC 923%2 The State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. CORRECTIO, S THM SH N Ln Ln N n u O w H F- O J a - w PAVEMENT DELINEATION AND SIGN PLAN o SCALES I " = 50' /� o PDS -2 aO TRACKING NUMBER 108 -02 -N -MC -1578 9 3 4 - B x x X, w >- o aw a Jz W U — U J in W Qw 'r Ua. U w w x--- z 0 z w w 3 O Ir a x x SIGN NO CODE PANEL S I N) THERMOPLASTIC POST LENGTH. (FT) ROADS.I.DE S I`FGN RESET ROADSIDE (CAN RELOCATU ROADSIDE SIGN (EA) 4' X4' 4' X6' 61X6' POST (EA) 'TWO O� T 1 R 18-2 36x36 27BRETRO-REFLECTIVE I l _.__ Nw., REFLECTIVE 2 R 30(SPECIAL) 1 ARROWS CLASS I 3 G. &-23 4 ■ 4* 8 ■ DETAIL 10 } TYPE TYPE 4 G 8-5 PDS Std- DESCRIPTION SOL I.D S4L ID I TYPE G ��' C w° e 40 TYPE A YELLOW WHITE 6 G..48. 26X � 2 I I. G28-2(79) 24X25 LF' LF EA EA EA EA EA EA G 44 21X15 TYPE EA 1 GILMAN SPRINGS ROAD & SB ON RAMP 935 1 7 G 48 26X G.2 I I 01F 7 2 GILMAN SPRINGS ROAD & NB ON RAMP G28-2(79) 24X25 015 �.� 24 12. G 43 21X15 1 7 8 W6.. (RT) 36x36 1. 3 I 252 9 G 4T Z6XC2 ` QUO 66 f C i 4 G28-2(76) 24X25 G 43 21X!5 to W6 (RT) 36x3"6 I I it G28-2(79) 1 G 43 G 4-7 12 GI -2 13 R18-2 36x36 I I 14 W75 (RT) 36x36 I I 15 W75(RT) 36x36 I i TOTALS 1 9 4 PAVEMENT DELINEATION QUANTITIES n etric 108 ST COUNTY ROUTE rw i�cz anccfsvint TQTAL 40"JECT MQ. SHEETS R IV 79 33.6/33.9 14 16 ,. S" C -,Q Q' ao�ssto REG t STERED. C t V t L ENG I` 4� Nq< h R.S.CHAVEZ AUGUST 22,..2.003-. 419134 rrr PLANS AP'P'ROVAL DATE Me� Xp. 3/31 /04 � RIVERSIDE COUNTY . CIVIL \p TRANSPORTATION COMMISSION q 4080 LEMON_ ST, 3RD- FLOOR REVERS tDE, CA 9250f SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 V ICTORV ILLE, CA 92392 The State of California or Its officers or agents shall not be responsible for the accuracy. or completeness of electronic copies of this p.tan sheet. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 2 3 USERNAME -> $$$$$$USER$$$$$$ DGN F I LE => g- \5r79\p I ons\pds-03. dgn PAVEMENT DELINEATION AND SIGN QUANTITIES PDS -3 TRACKING NUMBER 108 -02 -N -MC -1578934 SPRAYABLE THERMOPLASTIC THERMOPLASTIC L`� THERMOPLASTIC PAVEMENT MARKINGS CORRECTIONS THIS SHEET TRAFFIC STRIPE 25A 27BRETRO-REFLECTIVE L ..._ _.__ Nw., REFLECTIVE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 2 3 USERNAME -> $$$$$$USER$$$$$$ DGN F I LE => g- \5r79\p I ons\pds-03. dgn PAVEMENT DELINEATION AND SIGN QUANTITIES PDS -3 TRACKING NUMBER 108 -02 -N -MC -1578934 SPRAYABLE THERMOPLASTIC THERMOPLASTIC PAVEMENT MARKERS THERMOPLASTIC PAVEMENT MARKINGS DELI TRAFFIC STRIPE 25A 27BRETRO-REFLECTIVE L ..._ _.__ Nw., REFLECTIVE ARROWS CLASS I LOCATION 4 ■ 4* 8 ■ DETAIL 10 DETAIL 10 TYPE TYPE TYPE TYPE PDS Std- DESCRIPTION SOL I.D S4L ID SQL ID TYPE G ��' C R e 40 TYPE A YELLOW WHITE WHITE LF LF LF' LF EA EA EA EA EA EA TYPE SD FT TYPE EA 1 GILMAN SPRINGS ROAD & SB ON RAMP 935 1 42 2—TYPE 1.(18') & - YPE & 2 -TYPE V 01F 7 2 GILMAN SPRINGS ROAD & NB ON RAMP 780 �6' 015 �.� 24 12. 2—TYPE I(I8') & —TYPE & 2—TYPE V p. 1 7 3 6—TYPE VI V 252 TOTALS '�$� ` QUO 66 i 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 2 3 USERNAME -> $$$$$$USER$$$$$$ DGN F I LE => g- \5r79\p I ons\pds-03. dgn PAVEMENT DELINEATION AND SIGN QUANTITIES PDS -3 TRACKING NUMBER 108 -02 -N -MC -1578934 x x x__ x 0 m N 4 W w w > I- X 0 N%)- 0 co m w Qw a .j z LLL U— U J In W aw = U0 U Ir w w z c� z w U w 3 0 Ix IL a 4 e EROSION CONTROL (TYPE D) LOCATION SEED (LB) (N) COMMERCIAL FERTILIZER (LB) (N) EROSION CONTROL (ACRE) GILMAN SPRINGS RD t5 95 0.32 NB ENTRANCE RAMP 12 80 0.27 SB ENTRANCE RAMP 15 95 0.32 TOTAL 42 2 0 0.91 ASPHALT CONCRETE DIKE (TYPE E) STATION TO STATION. LF 16 RT 34+79.523 CL GILMAN SPRINGS RD TO 20' LT 516+89.150 SB ENTRANCE RAMP TERMINAL ANCHOR ASSEMBLY (TYPE SFT) (EA) LT 48+38 TO LT 50+00 GILMAN SPRINGS RD 10 TOTAL 1 REKOVE KETAL BEA ht QUARD' RA tL tIItG STATION TO STATION (LF) LT 48+38 TO LT 50+00 GILMAN SPRINGS RD TERMINAL ANCHOR ASSEMBLY (TYPE SFT) (EA) LT 48+38 TO LT 50+00 GILMAN SPRINGS RD 10 1 1 0. 5 0. 2 TOTAL 34, 1 ao MBGR (WOOD POST) STATION TO STATION METAL BEAM GUARD RAILING (LF) TERMINAL SYSTEM TYPE SRT (EA) TERMINAL ANCHOR ASSEMBLY (TYPE SFT) (EA) LT 48+38 TO LT 50+00 GILMAN SPRINGS RD 125 1 1 0. 5 0. 2 SOUTHBOUND ON RAMP 34, 1 ao 840,01 TOTALS 0.2 NORTHBOUND GN RAMP . . 70036 0.5. 0.2 TOTAL 125 1 1 EA RTKWOIfK QUANTMES' LOCATIONROADWAY EXCAVATION (CY) IMPORTED BORROW (CY) GILMAN SPRINGS q GILMAN SPRINGS ROAD,�, .': = ON RAMPS 0. 5 0. 2 SOUTHBOUND ON RAMP 34, 1 ao 840,01 TOTALS 0.2 NORTHBOUND GN RAMP . . 70036 fl 11 atric II ST COUNTY ROUTE rvwl mit-m") TOTAL PRO,JEC" 08 RIV 79 1 33. 6/33. 9 S. C.9 REG t STERED C F V t L ENO i 0 y AUGUST 22, 2003 PLANS APPROVAL DATE No RIVERSIDE COUNTY TRANSPORTATION COMMISSION sr 4080 LEMON ST, 3RD FLOOR RIVERSIDE,EA 92501 SC ENGINEERING 14318 CALIFORNIA AVE SUITE 104 VICTORVILLE,CA 923W The State of California or its officers or agents shall not be responsible for the accuracy. or completeness of electronic copies of this plan sheet. P"EJlIMT- WAKTIT-we LOCATION AC(TYPE A) (TON) CL2 AB ATPB (CY) (CY) LIQUID ASPHALT (TON) (N)- PAINT BINDER (TON) (N) GILMAN SPRINGS ROAD,�, .': = I'%; 7; 0. 5 0. 2 SOUTHBOUND ON RAMP 34, 1 ao 840,01 0.5 0.2 NORTHBOUND GN RAMP . . 70036 0.5. 0.2 DIKES x t0603 TOTALS < 15 1.5 0.6 REW.OVE 6O4IL STAINED U TERtAL. LOCATION CY 12. 5' LT 516+14. 5 LOL NB ON RAMP 2 TOTAL 2 T-E1RP FENCE` (Br -AXLE) STATION TO STATION (LF) RT 515+00 NB ON RAMP TO LT 52+00 GILMAN SPRINGS RD.04 1: TOTAL 440 FOR REDUCED PLANS ORIGINAL 0 E 2 3 SCALE IS IN INCHES I I I I I USERNAME => $$$$$$USER$$$$$$ DGFILE => g- \sr79\p Lgns\sum41 , dgn 15 I 16 CIVIL `p CP CAI: AS BUILT CORREC710N THIS 5Hi:Et ay � SUMMARY OF QUANTITIES 00 l Wo Q-1 o F- k Qo �a TRACKING NUMBER 1 08 -02 -N -MC- 1.578 9 34'_- B IP 0 x rW } <n m W W In W � r W Q cr 0 om } W m �-o QW Q ,z W C) JN W e( W T 00 L) F-� e .j v Lai 7, FOLax-161 NOTES- I.ALL PULL BOXES TO BE TRAFFIC TYPE 2.PILE FOUNDATIONS ARE NON -PAY ITEMS 3.(T) DENOTES TRAFFIC PULL BOX r r , , , , r , , r , , r , ----------------- -------------------- --------------- - ------------------- ---~----------- - _ J It r r Ir r "•d ii i �--- i (T z } � X I " , d r, I Lil 'i II i i RECO A CD B I IF I" II n , , X I I It i r! LOCATION I n 11/2"C-2"8 RELOCl""t l ION /--------------------------------- i /'----------------------------- EXIST PVMT 15. r RELOCATE EXISTING TYPE 15 ELECTROLIER LOCATION 2 NEW SLIP BASE INSERT PER STD. PLAN ES -6.0 NEW CIDH PILE FOUNDATION PER STD. PLAN ES -7N NATION -------------------- EXISTING SCE SERVICE EXISTING SERVICE TYPE III CF ENCLOSURE 120/240V LS. -3 :METER 240V 30A FOR HWY LIGHTING WITH PEC TC -I METER 240V 20A FOR FUTURE SIGNS WITH PEC TC -I METER 120V 20A FOR FUTURE RAMP METERING TYPICAL INSTALLATION SEE STD PLAN ES -11 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES USERNAME => $$$$$$USER$$$$$$ DGN FILE => g:\sr79\pIans\eIect_0I.dQn LIGHTING 11 OD FICATtQN SCALE- I"=20' E-1 TRACKING NUMBER 08 -02 -N -MC -1578 9 3 4 - B DIST COUNTY ROUTE I rv, l TOTAL M l t_ts PROJECT SHEET NO. TOTr SHEE 08 RIV 79 33.6/33.9 16 16 S, �Q OHIO REG t STERED C 1 V t L Ema F Q�toFESS/0�4 AUGUST 22, 2003. H R. S. CHAVEZ m PLANS APPROVAL DATE a 41904 RIVERSIDE COUNTY xp.3/31/04 TRANSPORTATION COMMISSION s}f CIVIL `p, 4080 LEMON- ST, ;3RD. FLOOR CIP sem► R I VERS I WJE, CA'90"f SC ENGINEERING 14318 CALIFORNIA.. -AVE SUITE 104 V I CTORV I LLE, CSE 9392 The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this pian sheet. NATION -------------------- EXISTING SCE SERVICE EXISTING SERVICE TYPE III CF ENCLOSURE 120/240V LS. -3 :METER 240V 30A FOR HWY LIGHTING WITH PEC TC -I METER 240V 20A FOR FUTURE SIGNS WITH PEC TC -I METER 120V 20A FOR FUTURE RAMP METERING TYPICAL INSTALLATION SEE STD PLAN ES -11 FOR REDUCED PLANS ORIGINAL 0 1 2 3 SCALE IS IN INCHES USERNAME => $$$$$$USER$$$$$$ DGN FILE => g:\sr79\pIans\eIect_0I.dQn LIGHTING 11 OD FICATtQN SCALE- I"=20' E-1 TRACKING NUMBER 08 -02 -N -MC -1578 9 3 4 - B