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953t_sppGENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE MAY 2006 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227 -2600. 3. SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR LICENSE CLASS A OR C -12 REQUIRED C O U N T Y O F DEPARTMENT OF ORANGE \ \ 1 HEM�ET COUNTY / INDIAN WELLS SAN DIEGO COUNTY GiENRAL SIGNING AND STRIPING NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKIi�G SHALL MATCH CALTRANS STANDARD PLANS. 3. THE CONTRACTOh SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 10.THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 11.THE CONTRACTOR SHALL LAYOUT (CAT- TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. PROJECT , LOCATION SAN BERNARDINO COUNTY, MAIN ST LU NTER ST. GA RNER I ( SPRING T J � I CITY OF CITRUS ST I GRAN TERRACE 215 PALMYRITA AVE V) Uj COLUMBIA AVE i O z MALBOROUGH AVE 60 CITY OF RIVERSIDE NO SCALE R I V E R S I D E TRANSPORTATION SAN BERNARDINO COUNTY RIVERSIDE COUNTY INDIO COACHELLA IMPERIAL COUNTY BLYTHE VICINITY MAP PROJECT LENGTH = 1040 FEET TOWNSHIP 2S RANGE 4W SECTION 8 2008 THOMAS GUIDE PG 646 D6 MICHIGAN AVENUE RESURFACING PROJECT SAN BERNARDINO j ;ate C ORO NA AC ASPHALT CONCRETE ASPH ASPHALT BCR BEGIN CURB RETURN li CENTERLINE C &G CURB AND GUTTER CO COUNTY CONC CONCRETE DWY DRIVEWAY EP EDGE OF PAVEMENT ECR END CURB RETURN EX EXISTING FL FLOW LINE FS FINISHED LINE G -B GRADE BREAK IMP IMPROVEMENT MB MAILBOX PP POWER POLE PVMT PAVEMENT RIV RIVERSIDE RT RIGHT R/W RIGHT OF WAY SHLDR SHOULDER STD STANDARD S/W SIDEWALK WV WATER VALVE X -WALK CROSSWALK <:K:> PAVEMENT STRIPING DETAIL SHEET INDEX TITLE SHEET SHEET 1 LAYOUT & TYPICAL SECTIONS SHEET 2 l ow 0 w IL 4 U LU 1c w Z V REVISIONS DIG ALERT DESCRIPTION APPR DATE Don't Dig... Until You Coll U.S.A. Toll Free sURifo 800 -227 -2600 CAS for the location Of buried / utility lines. i WORKING DAYS BE YOU DIG RIVERSI DE COUNTY TRANSPORTATION APPROVALS RIVERSIDE COUNTY TITLE SHEET SHEET 7 74l o _ ` r ° ptN ESSIp RUSSELL WILLIAMS - ENVIRONMENTAL DATE LAWRENCE TRAFFIC ENGINEER DATE � I f APPROVED BY: MICHIGAN A V EN U E ®® 53744 f ( it CINDI WACHI DATE RESURFACING PROJECT A � PAUL RUSSELL - HIGHWAY OPERATIONS SATE KHALID NASIM - ENG DIVISION MANAGER DATE JUAN(I� PEREZ DATE PROJECT MANAGER DIRECTOR OF TRANSPORTATION lq cpa. RIVERSIDE COUNTY t - TRANSPORTATION CENTER ST TO MAIN ST 1 of 2 GH S ITH - CONSTRUCTI N INSPECTI N DATE PAT (CIA ROMO - D UT 1RECTOR DATE Y RA Y K Y L I J; FKUJEU i C1- 0523 No. ARCHIVE No. a 0 N O U F- S N z z o / 0 / D W ii g N v n / R/W 12' I I C C1% ` - - -- TYPICAL WITH C&G, SIDEWALK R/w 59' 39' ( L 1 R/W TYPICAL WITH GRADED SHOULDER GRADE SHOULDER TO MATCH EX FS OR FL OR AS DIRECTED BY RESIDENT ENGINEER 44' i 15' 15' L — — — — — — — — TYPICAL WITH C&G R/W 13+59 TO 16+00 NTS 36' 1 29' 7 21' STRIPE 15' MATCH MATCH HE EXIST EXIST 1(�04 EXIST CROSSFALL I TYPICAL WITH GRADED SHOULDER GRADE SHOULDER TO MATCH EX FS OR F OR AS DIRECTED BY RESIDENT ENGINEER I 44' 15 15' OR �5 �8 TYPICAL WITH C&G SIDEWALK ONLY FROM STA 1T+95 TO 18+90 CONSTRUCTION NOTES: - 2 < C STRIPE 16+00 TO 18+90 NTS (1) PROTECT IN PLACE (2) MATCH EXISTING 3 OVERLAY EXISTING PAVEMENT WITH 0.25' HMA (TYPE A) COLD PLANE EXISTING ASPHALT 0.25', PLACE 0.25'HMA (TYPE A) REMOVE EXISTING CURB AND GUTTER AND REPLACE IN KIND (GUTTER W=1.5') fi REMOVE AND REPLACE EXISTING DRIVEWAY WITH 0.25' HMA (TYPE A) OVER COMPACTED NATIVE SOIL WITH SWALE AS DIRECTED BY RESIDENT ENGINEER (D REMOVE AND REPLACE EXISTING DRIVEWAY WITH 0.5' CONCRETE WITH SWALE AS DIRECTED BY RESIDENT ENGINEER CONSTRUCT CONCRETE SIDEWALK PER RIV. CO. STD. 401 WEDGE PLANE 6' FROM LIP OF GUTTER (SEE DETAIL "A SAWCUT 0.25' AWAY FROM CURB FACE, REMOVE AND REPLACE CURB RAMP PER RIV. CO. STD. 403 (TYPE A) 17' I I - - - - - - - - - - - __j TYPICAL WITH GRADED SHOULDER SEE MAIN ST & MICHIGAN AVE SIGNAL PLANS WO# B9_0953 190 MICHIGAN AVE 250 MICHIGAN AVE <A> 650' 255-080-019 255- 080 -046 MICHIGAN AVE GRADE AT 2=1 MAX TO R/W FROM 2' BEHIND SIDEWALK V1 RELOCATE EXISTING ROAD SIGN AS DIRECTED BY ENGINEER ADJUST EXISTING WATER VALVE CAN TO GRADE. SEE SPECIFICATIONS 1 PLACE SHOULDER BACKING 14 RESTRIPE ALL STRIPING TO MATCH EXISTING OR AS DIRECTED BY ENGINEER 1 REMOVE AND REPLACE THERMOPLASTIC PAVEMENT MARKINGS 1 REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH PER RIV. CO. STD. 207 1 RELOCATE EXISTING WATER METER BEHIND THE SIDEWALK (BY HWD) 1 REMOVE AND REPLACE EXISTING CONCRETE AS DIRECTED BY RESIDENT ENGINEER 1 REMOVE AND REPLACE EXISTING CONCRETE DWY (THICKNESS 0.51 PER DETAIL "B" AND AS DIRECTED BY RESIDENT ENGINEER @ SAWCUT RELOCATE EXISTING MAILBOX AS DIRECTED BY ENGINEER FLYNN ST 1 2 > '00' 0 0 F- + Ln LLJ Z LLJ P-4 > _j 0 Go i Ll)EX C&G - - - - - - W _ w z 45 MICHIGAN AVE 255-031-017 -- - - - - - - - - - - - - LLJ 0 < _j 0 LL uj 100' 65' i L Li CD rl> z u N i CD < c L'i Z-t c� 1z Ln if z z L LLJ MAIN ST 391111HIgAN AVE O z Ln 2 55 - 03 - 016 -0-)o I I C-3 z Ljj LLJ i i _j 1 35' 1 EX C&G 0 255-031-0 4 5 ? 0 ?_ 0 + Lij MICHIG u) F- (D2 WV ' 1 , Ld 71 . - � I 3 4 @ - - - __ w _ - - _____ - , _ r n i Ld Z 1. +00 154 j 4D a t if 7 7 LLJ 21 126 MICHIGAN AVE 110 MICHIGAN AVE Ln > 255-080-012 255-080-040 lLn 0 X (D w > ix >_ 0 C) (D E + < < c 6 3 4 J IN A rn ------- 16 00 ---- -------------------- 17+ 0 18 +00 --- - --- - -,- 1 19+00 In I I T_ PROP C&G, AC I SEE MAIN ST &7 7i MICHIGAN AVE cli 1 - 21 SIGNAL PLANS 1 0 to C) WO# B9-0953 I In 54 MICHIGAN AVE c\j 46 MICHIGAN AVE 42 MICHIGAN AVE 38 MICHIGA., - 2 -------- 18 21 > X 3: a Z L n 255-080-009 EL 255-080-008 a_ 255-080-007 255-080-006 IINI +I Z 0 co m Ln < + 10 < , Lu u x m , - < a- 0 QQ m Ln 1 c2i - 10 6 c) 0 Ln 0 a_ 0 0 0 CID 27=8 100 1 I +° Lij # LQ Z L'i 0 _w ull � GENERAL NOTE: 0. 25 1 6' 0.10' - 7 DETAIL "All WEDGE PLANE ADJACENT TO CURB AND GUTTER NTS REVISIONS REV I BY I DESCRIPTION SEE MAIN STREET AND MICHIGAN AVENUE SIGNAL PLANS (WO #B9-0953) FOR SIGNING AND STRIPING FROM STA 16+00 TO THE INTERSECTION OF MAIN ST AND MICHIGAN AVE 0 40 80 120 160 SCALE: 1" = 40' RIVERSIDE COUNTY LAYOUT & TYPICAL SECTIONS SHEET APPR DATE Ess APPROVE BY: MICHIGAN AVENUE CIC2 9. Ill 53744 7�17 • / CINDI WACHI DATE RESURFACING PROJECT eml. PROJECT MANAGER RIVERSIDE COUNTY OF c TRANSPORTATION 2 oF 2 1nrCTWCn OVI n0AUJIM 'gv 1 STA 8+50 TO STA 18+90 FKUfl C1 -0523 ARCH 24' MATCH EXIST 3 CR OSSFALL 41' 29' MATCH EXIST c ROSSFALL CE CENTER ST L'i 0 z FLYNN ST a- > ,� I ii I M w a I � < - 2 - 2 4t 360' 4 AVE 6+72 0 LLJ ST 10+00 100' t 2 LLj T c\j 15 ''STOP'' SIGN a_ +. Ln -03 + CL Ld Ir 1 EX C&G, SIDEWALK 0 14 'u , cQ m CL R/W R= 35/* 1 --------------------------------------- --------------- It F T 1 to X - UTTER 1 9 @V Ln t, 11 w I � 1 10, 3 1 i -- — - — - 7+ 1 00 WV 12 DO 8+00 q+nc) 0+00 6, R/W X-WALK Y P1 15 7t 3 T i - Tli 1 M LLJ�l 261 2 X WALK TYP�(�� AV 0 0 255-080-042 < Ln ca u u u 230 MICHIGAN AVE 1 174 MICHIGAN AVE w 270 MICHIGAN �t (D 1 Ln z L j 206 MICHIGAN AVE 150 MICHIGAN AV U ti > u < < < rn 255-080-045 N 3�: CO 255-080-018 255-080-015 1 255- 080-014 c\j Ln I N tu LH Q0 ; + + 0 x x x Ln C\i r- C-0 co in + \j to CD cc + Ln a_ z �; 01 Ln _Lj [L D_ � -1 - d, i c\j a-ticr colm c01<__)j a_ a� 0 a_ 0� 10 ,C 4 _ In C, 0 00 + 21' 14' q STRIPE 15 1 t MATCH HP EXIST C� 9_SSPALL 8+50 TO 13+59 NTS 06/13/2011 E; 0 0 jj D 2 Q APPROACH HAMMER HEAD DWY DETAIL DETAIL "B" 109 NTS 0 cr uj a- i L z u uj C CD < c 00 z c� z if z z L LLJ MAIN ST 391111HIgAN AVE z Ln 2 55 - 03 - 016 -0-)o I I C-3 z z LLJ i i _j 1 15 MICHIGAN AVE 0 255-031-0 4 5 ? ?_ Lij MICHIG _7F_71 - TD , _ rn ------- 16 00 ---- -------------------- 17+ 0 18 +00 --- - --- - -,- 1 19+00 In I I T_ PROP C&G, AC I SEE MAIN ST &7 7i MICHIGAN AVE cli 1 - 21 SIGNAL PLANS 1 0 to C) WO# B9-0953 I In 54 MICHIGAN AVE c\j 46 MICHIGAN AVE 42 MICHIGAN AVE 38 MICHIGA., - 2 -------- 18 21 > X 3: a Z L n 255-080-009 EL 255-080-008 a_ 255-080-007 255-080-006 IINI +I Z 0 co m Ln < + 10 < , Lu u x m , - < a- 0 QQ m Ln 1 c2i - 10 6 c) 0 Ln 0 a_ 0 0 0 CID 27=8 100 1 I +° Lij # LQ Z L'i 0 _w ull � GENERAL NOTE: 0. 25 1 6' 0.10' - 7 DETAIL "All WEDGE PLANE ADJACENT TO CURB AND GUTTER NTS REVISIONS REV I BY I DESCRIPTION SEE MAIN STREET AND MICHIGAN AVENUE SIGNAL PLANS (WO #B9-0953) FOR SIGNING AND STRIPING FROM STA 16+00 TO THE INTERSECTION OF MAIN ST AND MICHIGAN AVE 0 40 80 120 160 SCALE: 1" = 40' RIVERSIDE COUNTY LAYOUT & TYPICAL SECTIONS SHEET APPR DATE Ess APPROVE BY: MICHIGAN AVENUE CIC2 9. Ill 53744 7�17 • / CINDI WACHI DATE RESURFACING PROJECT eml. PROJECT MANAGER RIVERSIDE COUNTY OF c TRANSPORTATION 2 oF 2 1nrCTWCn OVI n0AUJIM 'gv 1 STA 8+50 TO STA 18+90 FKUfl C1 -0523 ARCH 24' MATCH EXIST 3 CR OSSFALL 41' 29' MATCH EXIST c ROSSFALL CE CENTER ST L'i 0 z FLYNN ST a- > ,� I ii I M w a I � < - 2 - 2 4t 360' 4 AVE 6+72 0 LLJ ST 10+00 100' t 2 LLj T c\j 15 ''STOP'' SIGN a_ +. Ln -03 + CL Ld Ir 1 EX C&G, SIDEWALK 0 14 'u , cQ m CL R/W R= 35/* 1 --------------------------------------- --------------- It F T 1 to X - UTTER 1 9 @V Ln t, 11 w I � 1 10, 3 1 i -- — - — - 7+ 1 00 WV 12 DO 8+00 q+nc) 0+00 6, R/W X-WALK Y P1 15 7t 3 T i - Tli 1 M LLJ�l 261 2 X WALK TYP�(�� AV 0 0 255-080-042 < Ln ca u u u 230 MICHIGAN AVE 1 174 MICHIGAN AVE w 270 MICHIGAN �t (D 1 Ln z L j 206 MICHIGAN AVE 150 MICHIGAN AV U ti > u < < < rn 255-080-045 N 3�: CO 255-080-018 255-080-015 1 255- 080-014 c\j Ln I N tu LH Q0 ; + + 0 x x x Ln C\i r- C-0 co in + \j to CD cc + Ln a_ z �; 01 Ln _Lj [L D_ � -1 - d, i c\j a-ticr colm c01<__)j a_ a� 0 a_ 0� 10 ,C 4 _ In C, 0 00 + 21' 14' q STRIPE 15 1 t MATCH HP EXIST C� 9_SSPALL 8+50 TO 13+59 NTS 06/13/2011 E; 0 0 jj D 2 Q APPROACH HAMMER HEAD DWY DETAIL DETAIL "B" 109 NTS FKUfl C1 -0523 ARCH 24' MATCH EXIST 3 CR OSSFALL 41' 29' MATCH EXIST c ROSSFALL CE CENTER ST L'i 0 z FLYNN ST a- > ,� I ii I M w a I � < - 2 - 2 4t 360' 4 AVE 6+72 0 LLJ ST 10+00 100' t 2 LLj T c\j 15 ''STOP'' SIGN a_ +. Ln -03 + CL Ld Ir 1 EX C&G, SIDEWALK 0 14 'u , cQ m CL R/W R= 35/* 1 --------------------------------------- --------------- It F T 1 to X - UTTER 1 9 @V Ln t, 11 w I � 1 10, 3 1 i -- — - — - 7+ 1 00 WV 12 DO 8+00 q+nc) 0+00 6, R/W X-WALK Y P1 15 7t 3 T i - Tli 1 M LLJ�l 261 2 X WALK TYP�(�� AV 0 0 255-080-042 < Ln ca u u u 230 MICHIGAN AVE 1 174 MICHIGAN AVE w 270 MICHIGAN �t (D 1 Ln z L j 206 MICHIGAN AVE 150 MICHIGAN AV U ti > u < < < rn 255-080-045 N 3�: CO 255-080-018 255-080-015 1 255- 080-014 c\j Ln I N tu LH Q0 ; + + 0 x x x Ln C\i r- C-0 co in + \j to CD cc + Ln a_ z �; 01 Ln _Lj [L D_ � -1 - d, i c\j a-ticr colm c01<__)j a_ a� 0 a_ 0� 10 ,C 4 _ In C, 0 00 + 21' 14' q STRIPE 15 1 t MATCH HP EXIST C� 9_SSPALL 8+50 TO 13+59 NTS 06/13/2011 E; 0 0 jj D 2 Q APPROACH HAMMER HEAD DWY DETAIL DETAIL "B" 109 NTS MINIMUM CLEARANCES FOR PADMOUNTED TRANSFORMERS PME TUB -STYLE CONCRETE ENCLOSURE Most Iaa.Y dimmer . r a allr a. . rat r r wPkearw ar lrAeadl•�, r ralw r weMM w.a r r M11 a fe raft aLraeF SEE DDS-3 3-42 PONE RISER BEND STANDARD LOCATION 5' X 10' -fi" X 7 PROTECTIVE BARRIERS r+e OOH w ��L° r+ood * M w"►aw r w� wo" r �" RTO RD PAO FOR SURFACE - MOUNTED TRANSFORMER a r .w11 w r r, w On rr POOR a.r w r Mir rrwrrr r a. ova SEE UGS CD 160 FOR PME -6 THRU PME -12 SWITCHES FOR UNDERGROUND DISTRIBUTION STRUCTURES tree r as r sew w mmwrwse rr ke,r rra r r r a rr r a ar bi•.r. r r 66 "x 72" (30 - 75KVA THROUGH 15OKVA) SEE "55 390 SEE UGS MS 830 a..Mrr aw.i NEW © m lam aS /l teeetm rs am a ra'. a ,. 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So W AM In m 71 PAO FOR SURFACE-MOUNTED TRANSFORMER a i a ac r 040 MMNM im [a» twt a an as WOWS s alt No vow ma a Co m ax w am. -.wom ow a7 met r[ w ancLar Raemt a Mikes.%%% At stag ,oe,,,t Ttr,.t ataa bibiS roe mwwaaw mt ON rke rya r «wL a..r r rnor .t..wq+a Md meaty ..°rte i is e0aer area 7Q 1m AC is A• iaaAlalw Ira NIP it am YeIYP wA13 WAR NO RAM ■ 4a P OR 8=K 1 v olr10 10 /aria7L 0/fo[11lW�aK NAAOwL t il[ ilt► W a Yr kwre tY #r �'Aa ^r 72 X 94" s a &M11r AUM X aaetm Oft a rr AINa sac aM■ rr ws 11 t tN■pr Guar A atr c mad aaia'Jr r latrrd 00 ALL 7Maa[ w[NU1Nm s X w ar aaaa r r. e, r e r ilwaA rs met r1a00 to taawrar AaoS r¢ Otaawl O am am OIMt IOr Min ilNr tA[ Seer aor % Wa Wm0 w 1NalNN mom r Dora lessen alas NAr R 116911110 116911110 a leer Lc /0Ym w 7c u IT t a RNA w R w t Us Om Mai a 17 {[w r No Nt no fum N¢ M saw "no" Yr maw Y w pwm b Me awrrpkiayc (3d - 35KVA AND F SOOKYA) Sss I,w,sr mew law°Iw tea° a � w 1 eke w Ya �t i� Urfa w° u1wP ar boom 9a o adS w S� nm r IF~ NANO t (SWITCH AND FUSE) +mews a aMaemt i 711 laaew m Aa oYm A u rrwr IaP mum w WOa a ml Me r n ow ��ppl� a r iaraM N ease% mt e01r 7a m loss .- Am 111 "0 mm at AM r a rimes ?, wtr �' 11 aI�MIY�Va O CWAQ =011 W �I 6 . t of M w .keMi r w Orr r .ra..a iw[.a Umbn w.r w rke w al warrrrl. SEE UGS SS 304 M M 11W a m ts�ir N r Vill Oilism a aia a I % re +r w t or wawua 00 ..r mew r bM" N r.rt ■ •ar•a 1as 4 wJap A r a RL w ou go cum aar m Mm MML we r aarwa A a ir.. r Mi+. r a.ay r I� trwr a.ww rp.lr S Mon L mw m a =® to mme Rol Labe ear a of a {o a as °a a® f me a i 1�.M�� a y7 on OArso AM L Now Models A a SIP a seam, L °rl a,M w r �aw,ke .1� aaYkew W �..r a/ 111 llylOM YYAa 7a 1°Ltl aaROU E i1w Ir 1a a �. 1A R �a � � w /yam • i Y.S. r wnr. r �rw /e ltw Y r . r_ . r .Mira �.Y� IF anlaw Aer r rr r � r W W* meta lM r b r 0 i 00 r went. [a0 r ts aarq i a L akealala L mlaMr.iL�..Mee•M rw .aY.ri M+ralyrY q 711 . R bWMW bib .kearreuw r .MkO ltwi we Oaq, mew to ~W rw,wlaw •.ramamtaleaflciwmmcti der TYPICAL HANDHOLE INSTALLATION PRECAST SURFACE OPERABLE PARKWAY ENCLOSURE at w� ast a w � -NNW" 61 ad" r SEE UGS HP 205 5` X B' -6" X 5' r aura faker r rrlr a. awbm rwM r Sara r asl.w straw }- T POLYMER CONCRETE PAD 10'12' PRECAST SLAB -BOX SEE CGS SS `568 t.. r awrlraa INN 4" ru rr ar.lw w aaaewlti Ar rali.wa I FOR SURFACE - MOUNTED TRANSFORMERS. FOR 30 PAD- MOUNTED TRANSFORMERS T!i[ aRawlt i a.w7r r rMYr aarAlw eM r.l.rltsr.ry rimer arLWw •.ae.wr r PME -1 CABINETS, - k PME -2 SWITCHES 1,50D KVA THROUGH 3,750 KVA �� rO . w if Mww �mx I.rir.tYwr rMwr tMSr Will e ■ 4 MPWl r r AN M now% ate x a4 SEE UGS 55 333 `� ./. -�.. 1aWr m awtr a +� rk ` w w +r +r � w.. a 1w lww ..k /Mr aa. •.wwr b i Mir w w�Ml r a ralra NM QM ram !r IYCOSIw so-us iaP r aeraYrL w t r '� a t1m : _ r ova rMwr Yr w PwAvg= Mw.w r rlor r r rrrl a r urtMe Lwr RAM �s maam r IrraMi 11iA a9rri 7faa owt w v rwwc°m "WWI mo =_�' • u Lra 7 ."V`... +ar *r w.l�w +w.r.[ mewr.r tr r rrw r r Yrrr dM M Ne �!j s NA aem r S!i'' ��Ypa mile £ a �r, raat4R NA Irks y� Q Of arlw r r Ike/ t.war. Now mew Mier[ aaM Ma. � aaM..e wwla aVWAft I, f1t ar itP Iaw� aw. mow" W via to.ra r r u wawrw■ e in ar 1ra iYrl Y'e r ne Y �1Ya� a* La�-0Mrrl :/. a.Pa a w /. % �.h ro►w l` ova I / 0L wr+Mi.r lr wwrr r mewwl.MM.w.pria>'kewaaM.{r R,1p[ �r jj iaaR tlwdl tO1P �a�11 . r r 090" WIN • Old" EI.t1l. s J. r W Oi 4 °ct ar Nt ^�� "M u m ��e f r r wMe w Ir M w ar yaalkea Same w wkerb O r r wWa aMIrIM T a TWC♦< Aaalit w ova r ay a +w.al q.►rirr %.Maim r M Meteors Aker Mir so" r fY �y If i — ' iar••►Aalrw( m' I 1C[a 7 war aY ,r- • = Ba hl to a tapir maw 7rrfm i r/ :== .a.� taYL MMir ammo bomom • iaamr M nMwr wwY wlra M am"" 4q w Two T Am 11w r 11° RL m I� YO / +WA mmk U to i ° klrw r rraai aMa r ralre P.ad A A tw %saw mew. al some r aln .eiLr.. rAw P[ ew A �A , rM1rw �rL Orr ar. %.rims a.a.w w ova. rru. RMW Ca C ?ps � m c SIR Y aMaO. 14.r[m doe-secon am at r wi r11a1 MF A re r tASArAwtZ �a ra r� ArIMa i M r ImIO - Mi �� y j ' Se++' a[am%ma ,tilg oWYtiien wQdr. • F ESOU1YEl �P Ala 931 - 317 -SBBt . r r a 0ta v ►Aa AIaNO w 'f VA L so m tamer Fe w ckjon. E"M = a m "ar or f aa. APB w p w c4 ft c r� � ys meta �.w � ¢ p t� ffrm er so - flsr mvtmel role varaat PLAN +IIETf [alntrr rR arwtvdt A �P,yyot a most ao� ■ MManWmi�Yf Q{p r us r... xpt�a mmm Ilxm pr■ mew a rtaerPw.airacWMKNmY. NOX r ,11= kpm a,.oaa L.. :ra 1. .al itllaio'r �gJ,gJ a Is up i e°oYL iml aa 1a as w a[ (ilk sea a-D! 4- A a es ere s r7S%AmaesiM r ra r to r l: Sac slam r sr PRECAST CONCRETE PULL BOX WITH DEEP RECESSES "WOW P_4okft meow a i!r[lrYaO�frmi/Aw�RRiOaIaO� [wMwa4 a a Ilntaa ear tome s r lmrs am s r 7reeara logo= %mar rsrfapuaea Smear% am fa Oren wrar /tMraaM m r 10" um , w °arc °a°M r w +/4 auslm tea ' °°,OO�n a�"�i '�a's�� w"�a $�i awl' e' a>r wa7 IxaoR N {7X 3` OR 2'6 "X 4' OR 3`X 5`) MAN mryra ra Iraa , �.s r a a �m �[� v w tR a A Orr om t et a L o ° &,l=la yr v na earls a a RAs ru ■ SEE UGS HP 215. 220 de 225 a - m a 1 L .t a°t a ararm aw 7Ir 0a ao ma[ aura aMaoaam w it wU !o r """'""'"""' i rL i t°o°rit' 7Ma aaa Arc ws ®era tt� ros n N a us er xa Fast melmm ar ++wm as swomm •M AW a am[ ruW A a Plas awe a as ar "K a - am DrammwraA w t %Ara sew[wra> merea°was K1tarCp a1� ayNol xm r w tr arin ar aatw M'MaL a °tam MALI m 11� Mw-am attwm r x r � 1Yt as ism A 1 a1 IO melt r A M lad er w r a.� l ALL COMA" lMO Its WOUm�aaar 1111 NOW AML r tA �� o~ , m a a a a atpL ea�pmc at Or g r � w �a a Lwwexu Lem r waE b avl err /OI m M& art fwy Ica warMAlo y�7 i �r raw �w: ar w r a ilgl 7! alO V V71a. `Y New v w iatiai P ao i u�ir f Mica w1�a YMr Arl! O' as a0m Mil s a =came%► ra M•. M."M Tut m 4 sa aaNrRa Rover as arllrtm aaAertMc a A 77°ia ova 107aeP R Oatatdelet 1111 i ® fie 1 �" °r ' put r�gr 7fLaR aseC11e11a END YES. ra .�eaa Mime �� s PROPOSED SINGLE LINE ; 1 2c %.gym M "AM wF "M As mi era a r36861ta mr— l"ll mE aWaamlaa LEGEND OF CONDUIT SYMBOLS Mtr __ ' NRRa.9 a"" I �,„ 1Mt , LEGEND OF DRA"NG SWOL.S M ear I' (CONVENTIONAL U. G.) �� a ar PROPOSED SINGLE LINE TRENCH CONNECTING TO EXIS SCE STRUCTURES MtraTatrarowaleaS mar army arx . *J a EDISON LIST OF MATERIALS DATE ST f a a 1 10 S a est ,1w11NL _ aeons a Ic lV511011110 V511011110 alo — — aw. ow s 0aaar • � w i m nme a muse . n N "" "'s .""..." NS ass alm v as [EDISON CO.] L aAw�+la�t.tMlaa rtM rR w~ 173 1 CILMMON met W/ - r O%m vale r GPPMPNMO as rMalrat aara tlwM Same V MNw 17 aaL OYa°t M a0. CaOYT aa'b. on 4 Gaat[r L ♦r M rMNM a .e "s r .rM i1r M I T I -- 1 -- -"•' r-•-� come asset amaapr s rwaw° M saPYwawt arras My Meng r a a LM leo. M v Comm MM I I 1I•-63 '— ••� -► -- A m *Now rr ebb Orr s Iwr r keewt w�ie a" au":i�tt velar + r- --- ^• --- - - 1 t Wr al e ' -� E rr d41C/N!l`r ii It au Mil Mr » 0., Ir ON r.wMr .a AID Tiler A ESECIIrC 1N1i1IlIL'!l __Ip Jose rrrr v ! TRENCH L - i ' _ J I S' 1�1 I r c ma ca1RAC7aR ree i raw+ A1 As TD WMar7N A�lFt MAIL TNT oemprim m Ott off ma at. TE �-- - - --+ i ral.rla cm PUTSp Fiat[] 0 3 Alan mPm LRI E 17j I .%+.raw M..a.».al r » rm.. r .. Y.wva. -r .aeM am "M MAIN or 711 I 2AOi pK F12 T PH-1 UM5-u MC PM1/Aa5 v�A i ® I fl .r a a • aw Same Mir .Mike w rl worr a-wat 11.11, rb, Ask SIC -n 1 EACH PAD s 2 F - 3 t16di sD 7 NW7ai s ,lam 3' ® Is s-r r Mile mere. r Pros 1 rwr e t. i a yI,PMi•M•r -r wcuoES ►EOM tAvm YOM Ma[D wr.r STREET LIGHT 1 GIP. P : P-2 YCFS EL � al ML aI Mar N Sure wlrrarr Ql rarrrwa(•11 1 IT mum" y , y ..,, r /� o ar4w% . rtw.M,pr. -■ aaat Mime w araw_r are err ,Maaolaw AAtm FAA% Ile COONT aEp4+ -� uwolle v awal7 am I X3 U95H � rm17NN Q 4US3479 ® a a 10 M k#Am b y w La� Orr Netnews r � DATE DDIIPIF Eo Is .a _ I FAQI PILL IGA 1q$-W 210 OF 1930111104 A 6. Ma -- wolnorc Daewllar'A 9aM7rn O1p STREET LIGHT s FAOt t7'■ ■ tki u¢t-+r too A 2T1 /Arwl gJD21tE ® rer raM earl alataa eat r r NeSPECmR ado" TRENCH a pJaw lows Iry t WIll tRS-41 200 r rWe alas maOO mCa Comm Roe. T,rr v rAam �. era wralvrl oxwm t WHM C17NDMTS AAE P1rxm use Mr. +mew ra 7a i v aol A0QN0Nw O sorer ran raana eua D11111 AM r1R ftK NOAt n UNDERGROUND SERVICE ALERT mm GLOBE MILLS 12KV GLOB MILL 12IKV r CA mm PNr FRQf TM WAL 70 TOWAAL Dia 511 EDISON 10 MOAT +av0. Na v owMUr COL TON , SUB COL TON SUB t "` "°"" Ir>,sls: 2 Iwe" Da,. � You Dig �� CmtARIEfa>M N ADMANCa: mlaaal2 cal aa- -- IoM raI /aala c ai wwAml m Same Undrgrake+t laoalrt M A %I11.L J TO 4 sE i mO AND RUN NUMBER CALL -OUTS AS FOLLOMfS m "7eii�i rr'r7 �T r NEDtKSTm CafAPI0I5 UM In POM M M lair A Oral=■ X Mat 111 4c 77 /'ayes STREET LIGHT m t1aN0 mmo a m Minos- ■a 0a 1 e1➢fD. Q - ppa malwnlDa lfalalawoW MA aAraawM W eaM7 ewlar a X am r mr _ s m YAIM.INE CONMT A fors% o ma lm s a MGM& tree X or Comm eloxe Mr Ma+ Doc w.x 07/17107 - SERM� COMMIT Imr AaMisOeliml 1cADraa,era a[ FINAL DESIGN q51 - % ,O r Fa .Ir v Sit Ara itRSO41 � CONCRETE PRODUCTS � � SMU LIGHT COMM 7 y PT A -I ",• „ Is rswe oa+b o rM twe,ril eta x.111 Co.. Dale APPROVED FOR CONSTRUCTION r 1 Opt papyST %1101 araM f^r M e1Aai..a asr Same d w eees•as %meet >; � r r � r II r DENOTES THE FOL! O"NG ant °g9f0 '"'" Ir S1- AMANDS "M am -3N64 n Irma no-w- m 1 1227301 , am in 00M 1:63920 a Do tnl n B e6,tWe xy IS JENSEN PRECAST wAwo . a7aaN otx+rml ado aNlm P fm ACWTAM 1`0 ONLY am OR TaD 1S 11721 Son No AN l(oN�O�An raa °r. two. 12356 T � •.^ � L r� rnrtlr Dow �_ 7W Jt SEtr -DfJ79 11T 6 Imam" t Mew o ipol T 00 Y �..•Y T �r pD set M CsE Dow 10_ alai@ r 337211•EIN Olt NMETOl iilrlars TD3 I12TULTnWAMATNNI . 3371mc•IaZ pDAn µaiTq 16 7IICE POUR t57lOUiR UT F XT CO. 11Y YAUL t; rawaam 9DCasaR aKY 1000m rdarl Ake Cola. I233r TYPICAL CONDUIT BANK SEC TION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION mawlrlat FLU VICA109" s 1 1 F7m rh.lme Tr - Po 0 SEE UGS CD 120 SEE UGS CD 120 SEE UGS CID 120 COLTON IGH eat[ 1alAw ram OOIDURS (I00) CMNmO 00101 aqua My Discs m AM n clam We 3 a ` nu 1�/np A AM eat is A Ia wall MAIM t4 so CR ova. f s ospDtpal !. eE7010 1 was a2s13 21810 MAIN ST 9M HAf0FIXE AHD PUJ= WAIFACTtRlEM a■aAA mt! r rcaoi %wan r r ot 7Mw A OoaaWa :u Am01 AWO � t1 AM No $TA1RIai as wt Fee P GRAND TERRACE DIN: Nor. 5~31:1M. SFE UGS HP 200. w w Mauve agar rec a emetml 02Npaw Na Y itAST sQ7 All Ma ar w ow 4 Wra � ro P O O 91St tR a Lt UaDR NO r rA IDDaaa t afar M lwwn 3L RM MA01m or ull: aaCla or araM cos ",v ",v A , 2 016860 {aa/GNAIgA - - %Uoux D 6A,It PIM Southwen Califonimo Edi10n - -Mir. w l I I O DESIGN: 194954 RM.424237:E POLE 3 35 0 \� DESIGN: 195904 1 Cl: 4707636E trrrrrrsrrrrr, , , 26` CONCRETE W/1 -6' BRKT 2 DESIGN: 194954 — ; 17nr17777rrr� 9500 HPSV 120 CUTOFF - V.D. = 0.087 RM 791751E POL DESIGN: 194954 1C7 50 POLE 8 DESIGN: 194954 RM: 2202546E POLE 10 12 % 5 .. N6o20,e SL R 3- #4ACSR INULATORS O O RM 1.581178E POLE 45 POLE 5 RM:235' -�6AD \ , \ 20 '- 4'ACSR 3W 9 2 -9/ 2 "� DOWN GUYS 45' POLE 5800 .HPSV W/ 6' M /'A RM:10' DOUBLE CROSS ARMS RM: 2006gD DESIGN: 195904 y4 120- j4ACSR IN S UL ATORS AD 70:5 "x17 'x12° Si A ((HH 9132 DOWN GUY y 3-4W SEC. Bt1 - -:� 5800 HPSV STREETLIGHT 0 \\ U / \ eyGES',GCL19 � ! °2 1 * O O --, HH H609E 3F — - - -- - - -- 17 "x30 "x24 (HH -6) 6 420' H60SE TO H609C IN: 3-4W SEC BAR - H609E TO H609 T PROP. R /W. \ IN: 151' #2 - IN: 435'. 3/C 2 -4/0 EX. R/W PROP. R/W - C /L 13 +81,91 MAIN STREET CURB NO GUTTER ik - -� C l 10 +00.00 SANRIVE AVE. 00 +00 17 +00 18 +00 i 00 - 20 +00 1 2' 415 18' N - P1609 TO X1610 PROP. CURB AND GUTTER �^ DESIGN: 194954 /UI,4//U I HH H60 5H OF N 1 1 i 17 °x30 "x24" (HH -6) 7 1 3" - .. 1 3 n C - +I, _ F INi3 -4W SEC. BAR - 4 330' 5 80' - I �' 1 3" H609B TO H609D H609D>� 9EDESIGN.194954 0+ 3 105' IN: 350' 3/C 2 -4/0 & 1- 1/0 CUP IN: 90' 3/C 2 -4/0 & 1- 1/0 CLP HH H609D DESIGN: 195904 P1609 TO H6098 17x30 "x24" (HH -6) 10 Cl: 4707638E -' IN: 135' 3/C 2 -4/0 & 1- 1/0 CLP DESIGN: 195904. IN: 3 -4W SEC. BAR (( + CI: 4707637E 26' CONCRETE W/1 -6' BRKT p 9500 HPSV 120V CUTOFF 26' CONCRETE W /1 -6' BRKT 3 V.D. = 0.369,. '600 HPSV 120 CUTOFF V.U. =0.509, CF DESIGN: 194954. 4' CF 87, N60996D S SL 4 RM: 1581177E POLE SL ro osc 45' 6 405 5' Hs H6 9C TO "'3 ' RM:2 -10' CROSS ARMS 6-#4 DE INSULATORS WIV1 VIP DESIGN: 194954 IN. 4730214E POLE 5 45' POLE CLASS 4 IN:10` DOUBLE CROSS ARMS £ 3- #4ACSR DE INSULATORS 4 12KV 11 'POTHEADS W/ ARM RISER DETAIL 4 RISER 3 -L.A.'s 9/32" DOWN GUY W/ ANCHOR DIRECTION: NORTH) 5' -LEAD NOTE:ATTACH.EXISTING SPAN GUY TO NEW POLE - 1- 1/0 CUP PROP. CURB AND GUTTER 21 +00 22+00 I DESIGN: 195904 Cl: 4707639E 26' CONCRETE W BF 95I00 HPSV 120V CUTOFF V.0 =0.60% CF 40 134' H609F TO SL 6 N: 149' #8 I I 7 )ESIGN:194954 - �H H! 7"x30 "x24" (HH- 6) 1 3 1:3 -4W SEC. BAR CF 3 7 375' H609F TO H609G ac( j IN: 390' 3/C 2 -4/0 & 1- 1 0 CLP i' b 'PROP. CURB AND GUTTER 23+ - ^--- 24+00 PROP. CURB AND GUTTER n — V11 I_J + DESIGN:195904 r CI:4707640E 6 26' CONCRETE W/1 -6' BRKT CUTOFF V.D. HPSV 120V V.D. =0.57% CF 40 136? H609F TO SL IN: 153':#8 SEE RUN 7 RM:1 52 SPAN IGWY ABOVE RIGHT 9/32" DOWN .GUY I \ DESIGN: 195904 DESIGN: 195904 HH t BOA Cl: 4707 Cl: 4707643 105 "x17 'x12 ,- HH-1) 26' CONCRETE W /1 -6' BRKT $ 26' CONCRETE W /1 -6' BRKT IN 3 -4W SEC. -BAR - 99'p0 HPSV 120V CUTOFF DESIGN: 195904 VA =0.599, - CI: 4707635E vA =1.12% 1 29 ' CONCRETE W /1 -6' BRKT x. - CF t ti TO SL DESIGN 195904 ' 9900 HPSV 120V CUTOFF 400 10T IN: 72 ,y8 . 12 3' � 412 5' IN: 20' #B IN 2 HH H6091 V.D. =0.56% s ' CF 12'* 705 Ail x SL 6HH-1) IN: 3-41N SEC. BA It' ✓� �rn iCt H609A TO SL 401 411. 301'. H609G TO.H609J IN: 305'. � 'K 5' IN: 25' # 8400 213' PROP. R /W X1610 TO H609A PROP. CURB 1t1: 241, #? AND GUTTER PROP. R/W + EX. R/W N _ -- ,* - - -- EX. CURB AND GUTTER N PROP. CURB AND GUTTER PROP. CURB AND GUTTER I PROP. CURB MEDIAN n CURB MEDIAN. 11 +00 R /IJ F R/ "rvl(T5 +00 f 25 +00 I 26+00 ,_ _ I T J r rc, ::� L lhtl ?9 I 28 +00 29 +00 3O +OQ 31 +00 - $T7�{C�UTTNERT7N CNJPORI1N,I IAT ©1\ '.. PROP. CURB AND GUTTER LL�:6.J . ^^� - -- --. EX.: #4ACSR — PROP. CURB AND GUTTER - - - -- -- PROP. CURB AND GUTTER rxrmwnav�xi. - _ — - __- L _ SCALE: t n - _4 _ x. DESIGN, 194954 DESIGN: 194954 EX. R/W m '99 7E J o 40 ao 17"x30 "44" (HH -6) 35' . 15 _I ' DESIGN: 194954` ,: 1 RM: 160' - A D w RM:1581176E 5800 HPSV W/ 6' M/A POLE 2 RM 3 -10' CROSS ARMS DESIGN qS3 -T 150 14ACSR 3W CONSTRUCTION 4ACSR 3W tz' Al.: 88993 9-g DE INSULATOR 1 -9 32" SPAN GUY 0 +ea DESIGN: 194954. 1-5900 HPSV W/ 6 M/A 10 +9t \ EX: 1463445E POLE RM: 150' BAD 1 4 " DESIGN: 194954 50' - 8 18' EX: 4190197E POLE IN: 1 -4" RISER X1610 TO P1609 14 23 60' RISER DETAIL 10' DOUBLE X'ARMS IN:29' 2 -1 /C 1/0 JCN 12KV IN:OMNh RUPTER SWITCH 3- ACSR DE INSULATORS i/1 1 OTHEADS W/ ARM {SWITCH #0790) 3 -L.A. s 3 s NOTE: SWITCH TO BE INVERTED 9/32" DOWN GUY T W ANCHOR IRECTION: (D LEAD EAS�� 15 - RM:. KPF SWITCH CF iI t 4 .. �j 1 219' OF ..3445E TO X1610 1 4" IN:262' 3 -1 /C. 1/0 JCN 12KV DESIGN: 194954 2 20' 0� F: P5611609 PAD X1610 To 021. 4 6"z54" W/17 "x30" INV. HH IN:65' 3 -i /C 1/0 JC DESIGNa94954 IN 25 KVA -12KV (USED D.E. TRANSF. CF: X5611610 PULL BOX 120/240 SN 22 3'x5'x4' , CONCRETE PKWY IN: 3- 1/0 "T "`SPLICES \� DESIGN: 195904 1 Cl: 4707636E trrrrrrsrrrrr, , , 26` CONCRETE W/1 -6' BRKT 2 DESIGN: 194954 — ; 17nr17777rrr� 9500 HPSV 120 CUTOFF - V.D. = 0.087 RM 791751E POL DESIGN: 194954 1C7 50 POLE 8 DESIGN: 194954 RM: 2202546E POLE 10 12 % 5 .. N6o20,e SL R 3- #4ACSR INULATORS O O RM 1.581178E POLE 45 POLE 5 RM:235' -�6AD \ , \ 20 '- 4'ACSR 3W 9 2 -9/ 2 "� DOWN GUYS 45' POLE 5800 .HPSV W/ 6' M /'A RM:10' DOUBLE CROSS ARMS RM: 2006gD DESIGN: 195904 y4 120- j4ACSR IN S UL ATORS AD 70:5 "x17 'x12° Si A ((HH 9132 DOWN GUY y 3-4W SEC. Bt1 - -:� 5800 HPSV STREETLIGHT 0 \\ U / \ eyGES',GCL19 � ! °2 1 * O O --, HH H609E 3F — - - -- - - -- 17 "x30 "x24 (HH -6) 6 420' H60SE TO H609C IN: 3-4W SEC BAR - H609E TO H609 T PROP. R /W. \ IN: 151' #2 - IN: 435'. 3/C 2 -4/0 EX. R/W PROP. R/W - C /L 13 +81,91 MAIN STREET CURB NO GUTTER ik - -� C l 10 +00.00 SANRIVE AVE. 00 +00 17 +00 18 +00 i 00 - 20 +00 1 2' 415 18' N - P1609 TO X1610 PROP. CURB AND GUTTER �^ DESIGN: 194954 /UI,4//U I HH H60 5H OF N 1 1 i 17 °x30 "x24" (HH -6) 7 1 3" - .. 1 3 n C - +I, _ F INi3 -4W SEC. BAR - 4 330' 5 80' - I �' 1 3" H609B TO H609D H609D>� 9EDESIGN.194954 0+ 3 105' IN: 350' 3/C 2 -4/0 & 1- 1/0 CUP IN: 90' 3/C 2 -4/0 & 1- 1/0 CLP HH H609D DESIGN: 195904 P1609 TO H6098 17x30 "x24" (HH -6) 10 Cl: 4707638E -' IN: 135' 3/C 2 -4/0 & 1- 1/0 CLP DESIGN: 195904. IN: 3 -4W SEC. BAR (( + CI: 4707637E 26' CONCRETE W/1 -6' BRKT p 9500 HPSV 120V CUTOFF 26' CONCRETE W /1 -6' BRKT 3 V.D. = 0.369,. '600 HPSV 120 CUTOFF V.U. =0.509, CF DESIGN: 194954. 4' CF 87, N60996D S SL 4 RM: 1581177E POLE SL ro osc 45' 6 405 5' Hs H6 9C TO "'3 ' RM:2 -10' CROSS ARMS 6-#4 DE INSULATORS WIV1 VIP DESIGN: 194954 IN. 4730214E POLE 5 45' POLE CLASS 4 IN:10` DOUBLE CROSS ARMS £ 3- #4ACSR DE INSULATORS 4 12KV 11 'POTHEADS W/ ARM RISER DETAIL 4 RISER 3 -L.A.'s 9/32" DOWN GUY W/ ANCHOR DIRECTION: NORTH) 5' -LEAD NOTE:ATTACH.EXISTING SPAN GUY TO NEW POLE - 1- 1/0 CUP PROP. CURB AND GUTTER 21 +00 22+00 I DESIGN: 195904 Cl: 4707639E 26' CONCRETE W BF 95I00 HPSV 120V CUTOFF V.0 =0.60% CF 40 134' H609F TO SL 6 N: 149' #8 I I 7 )ESIGN:194954 - �H H! 7"x30 "x24" (HH- 6) 1 3 1:3 -4W SEC. BAR CF 3 7 375' H609F TO H609G ac( j IN: 390' 3/C 2 -4/0 & 1- 1 0 CLP i' b 'PROP. CURB AND GUTTER 23+ - ^--- 24+00 PROP. CURB AND GUTTER n — V11 I_J + DESIGN:195904 r CI:4707640E 6 26' CONCRETE W/1 -6' BRKT CUTOFF V.D. HPSV 120V V.D. =0.57% CF 40 136? H609F TO SL IN: 153':#8 21810 MAIN ST GRAND T ERRACE SH 2 - 2 JOB N0. __OF 0195020 SEE RUN 7 ABOVE RIGHT DESIGN: 195904 DESIGN: 195904 Cl: 4707 Cl: 4707643 26' CONCRETE W /1 -6' BRKT $ 26' CONCRETE W /1 -6' BRKT - 'WOO HPSV 120V CUTOFF 99'p0 HPSV 120V CUTOFF VA =0.599, - vA =1.12% CF 1 t� H60 TO SL - CF t ti TO SL DESIGN 195904 400 10T IN: 72 ,y8 . 12 3' � 412 5' IN: 20' #B IN 2 HH H6091 O CF 12'* 705 Ail x SL 6HH-1) IN: 3-41N SEC. BA It' ✓� �rn § � 'L 411. 301'. H609G TO.H609J IN: 305'. �+ n. I #2 PROP. R /W PROP. CURB - AND GUTTER PROP. R/W MYl'11 EX. R/W PROP. CURB AND GUTTER PROP. CURB MEDIAN N PROP. CURB MEDIAN. 4� 25 +00 I 26+00 ,_ _ I T J r rc, ::� L lhtl ?9 I 28 +00 29 +00 3O +OQ 31 +00 - $T7�{C�UTTNERT7N CNJPORI1N,I IAT ©1\ '.. PROP. CURB AND GUTTER LL�:6.J . ^^� - -- --. - - - -- -- PROP. CURB AND GUTTER rxrmwnav�xi. - _ — - __- L _ SCALE: t n - _4 _ x. DESIGN, 194954 DESIGN: 194954 14 HH HMG '99 7E POLE o 40 ao 17"x30 "44" (HH -6) 35' . 15 IN: 3-4.W SEC. BAR RM: 160' - A D 5800 HPSV W/ 6' M/A HNAL DESIGN qS3 -T APPROVED FOR CONSTRUCTION Al.: 88993 21810 MAIN ST GRAND T ERRACE SH 2 - 2 JOB N0. __OF 0195020 GENERAL NOTES CITY O GRAND TERRACE COUNTY O F RIVERS 1 D E dF CERSID 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO CONSTRUCTION NOTES & QUAMMES GRAND dF APPLY TO THE RIVERSIDE COUNTY AND /OR CfTY OF GRAND TERRACE 1RANSPORTATION TERRACE RIVERSIDE DEPARTMENT PERMIT SECTION, FDR AN ENCROACHMENT PERMIT FOR ALL WORK O1 CONSTRUCT 0.43' AC OVER 0.50' CLASS 2 AGGREGATE BASE (59615 SF CITY) 1845 TON 1464 TONS PERFORMED WITHIN PUBLIC RIGHT -OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC (47 293 SF COUNTY) 950 CY 753 CY USE; AND E BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT STREET IMPROVEMENT PLANS CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. Mo. 204 3802 6F ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES 3 CONSTRUCT 8" PCC (20 -C -2500 CURB & 10' DECELERATION 600 LF FOR THIS PROJECT. ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED. � LANE PER DETAIL "A ON SHEET } 6020 SF 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY O4 - CONSTRUCT 8" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF SNA C1 TAD GRA D! ARONS, L SP RTTATIO OLIN ORD IMPRON 1 RIVERSIDE STD. No. 201 (MODIFY lI WHERE NOTED ON PLANS) 1560 LF 1396 LF AND SUBSEQUENT AMENDMENTS. MAIN STR EET STR EET Q CONSTRUCT 6" PCC DRIVEWAY PER COUNTY OF RIVERSIDE STD, No. 207A 533 Sr 3. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO Q6 - CONSTRUCT 6" PCC DRIVEWAY PER COUNTY E RIVERSIDE STD. SE 207 3340 SF PAVING STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING,: SEWER, CONSTRUCT RAMP PER APWA STD 111 -3 CASE A TYPE 1 OR CASE D TYPE 2 320 SF U WATER, ELECTRIC, GAS, STORM DRAINS. I OS - CONSTRUCT 4' PCC (520-C 2500) SIDEWALK PER COUNTY OF RIVERSIDE STD. No. 401 (INCLUDE RETAINING CURB PER DETAIL "C" ON SHEET No. 1 4. CURS DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND SHEET INDEX ON RIVERSIDE COUNTY SIDE AS NECESSARY) 19441 SF 8280 SF CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, i I AS DIRECTED IN THE FIELD. I if 9�- COLD PLANE GRIND EXiS77NG AC PAVEMENT (0.12' MIN.) PER DETAIL 7 8" SHEET NO. DESCRIPTION 5. iT SHALL BE THE RESPONSIBILITY SHEET No. 1 2290 SY 170 SY TY OF THE CONTRACTOR OR DEVELOPER TO 1 TITLE SHEET I p ]0 OVERLAY PREPARED EXISTING AC PAVEMENT (0.12' MiN.) PER DETAIL "B" INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING �� ON SHEET No. 1 17$ TONS 14 TONS SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE 2 STREET IMPROVEMENT PLAN MAIN ST. 1 11 FURNISH AND INSTALL STREET LIST W/ CONCRETE POLE PER COUNTY OF STREET IMPROVEMENT PLAN MAIN ST. PASSAGE FOR THE 1RAVELiNG PUB 3 PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION i - RIVERSIDE STD. No. 1000 BY EDiSON FORCES (LUMEN AS NOTED ON PLAN) 5 EA 3 EA AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. SAWCUT REMOVE 8 DISPOSE OF EXISTING CURB AND GUTTER 2,200 LF 800 LF A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS 4 STREET IMPROVEMENT PLAN MAIN ST. SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT 5 STREET IMPROVEMENT PLAN MAiN ST. a i3 - REMOVE EXIST SiGN 8 POST 8 SALVAGE TO CITY/COUNTY YARD. 7 EA 1 EA i 1®- REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN 6 STREET IMPROVEMENT PLAN MAiN ST. IF APPLICABLE BY EDtSON FORCES 5 E BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION 7 STREET IMPROVEMENT PLAN MAIN ST. I I 1�'S RELOCATE EXI TING WATER METER AND METER BOX BEHIND PROPOSED CURB AND EXTEND REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. /,�� RELOCATE EXISTING FIRE HYDRANT PER COUNTY OF RIVERSIDE STA LATERAL BY LOCAL WATER AUTHORITY (UNLESS NOTED) I EA 21 EA 7 ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN 8 S7RE MENT PLAN MICHIGAN AVE \ �� NDARD NO. 701 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND 9 MAIN ST. MEDIAN PROFILE, AND EXTEND LATERAL (UNLESS NOTED) 3 EA 2 EA PAiNT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER r a Q � , ADJUST TO PROPOSED FINISH SURFACE SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 10 MAIN ST. MEDIAN PROFILE r . -. CONSTRUCT CATCH BASIN 8 LOCAL DEPRESSION PER COUNTY OF RIVERSIDE if 37, 38, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11 CROSS SECTIONS OF MAIN ST. I -J " STD. No. 300 AND 311 3 EA P ICO S _ _ _ �- SAWCUT, REMOVE 8 DISPOSE OF EXIST. CONCRETE DRIVEWAY. RE -GRADE 8. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED 12 CROSS SECTIONS OF MAIN ST. STREET LIGHTING PLAN. 13 CROSS SEC110NS OF MAIN ST. FOR SMOOTH TRANSITION AT TOP 8 BOTTOM. POUR 4 PCC 520 -C -2500 OVER - `' COMPACTED NATIVE AND MATCH EXISTING SCORE LiNE PAi7ERN IF APPLICABLE 37113 SF E 9. AS DETERMINED BY THE 1RANSPORTA710N DIRECTOR, THE DEVELOPER IS RESPONSIBLE 14 CROSS SECTONS OF MAIN ST. � � u � \��" � - � , �; PROTECT EXIS77NG IN PLACE AS A MiNIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED - 21 REMOVE AND DISPOSE OF EXIS77NG TREE AND /OR SHRUB AND ROOT SYSTEM 8 EA 22 EA TO RECONSTRUCT EXiS71NG PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY LEGEND y Y 2®- RELOCATE EXIS77NG MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED 1 I SEE SHEEr 8 PROPOSED CURB. 3 EA 22 EA TRAFFIC INDEX. BEG BEGIN _ ® RE -CRADE AND COMPACT EXISTING DiRT DRIVEWAY FOR SMOOTH TRANSITION 70. a. CONSTRUCAON PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE BCR BEGIN CURB RETURN � ! ELtMINA770N SYSTEM (NPDES ) PERMIT. OWNERS /DEVELOPERS ARE AT TOP AND BOTTOM 814 SF REQUIRED BVC BEGIN VERTICAL CURVE - SAWCUT, REMOVE 8 DiSPOSE OF EXISTING AC /A8 PAVEMENT 2038 CY 1042 CY TO FiLE A N077CE OF INTENT NOI WITH THE STATE WATER RESOURCES CONTROL C/L CENTER LINE ( BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN SWPPP F ) REMOVE AND DISPOSE OF EXIS77NG CONCRETE 2266 Sr SF 5742 � ��h: AND MONITORING PLAN FOR THE SITE. DWY DRIVEWAY r SAWCUT REMOVE $DISPOSE OF EXIST. AC tlR1VEWAY. RE -GRAtlE FOR SMOOTH b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY ECR END CURB RETURN �- TRANSITION AT TOP AND BOTTOM, PLACE 4 " AC OVER COMPACTED NATIVE. 944 ST A COPY OF THE N01 WITH A VALID WDID NUMBER. EP EDGE OF PAVEMENT ` Q CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. No. 403 CASE A 8 B 90 SF 800 SF ''! CONSTRUCT PCC RETAINING CURB PER DETAIL C' ON SHEET No. 1 20 Lf 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL EVC END VERTICAL CURVE :l CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE SID. No- 209 10746 SF 280 SF SIGNS AND MARKINGS NOT INCLUDED iN THE SIGNING AND STRIPING PLAN WITHIN EX EXIS77NG (q ! I I I,�i� TANAGER ST @- ADJUST EXISTING MANHOLE TO PROPOSED FINISH SURFACE PER APWA STD. 206 -2 - 6 EA THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, FG FINISHED GRADE I 31 REMOVE AND ABANDON WATER METER, BOXES, LATERALS AND IGNEE UPON THE OF THE DIRECTOR OF FL FLOW LINE �. - - - - APPURTENANCES 12 FROM EXISTING WATER MAINS (UNLESS NOTED) TO IMPROVE R SAFETY ON THE ROADSUNDER THE I JUR�DICTION THE FS FINISHED SURFACE c �'� 3® CONSTRUCT 8" AC DiKE PER COUNTY OF RIVERSIDE STD. No. 212 145 LF GB 3© CONSTRUCT 6" PCC (520 -C -2500) CURB 8 GUTTER PER COUNTY OF 12. EXIS77NG S GRADE BREAK STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED T0, I z RIVERSIDE STD. No. 200 (GUTTER MODIFIED TO 2% GRADE) 445 LF EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY MUST MH MANHOLE ; - - PUBLIC WORKS DE� 3 RELOCATE EX. STREET NAME SIGN PER SiGNiNG AND STRIPING PLAN 1 EAR BE REPAIRED, AND OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE MOC MIDDLE OF CURVE AS DIRECTED BY E TRANSPORTATION DEPARTMENT. MVC MIDDLE OF VERTICAL CURVE o r 35 CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SAN BERNARDINO o C & 73. FOR ALL DRIVEWAY RECONSTRUCTION PROOF OF DRIVEWAY OWNER NOAFICA110N PCC PORTLAND CONCRETE CEMENT PCC (520 -C- 2500) - DRIVEWAY PER COUNTY OF SAN BERNARDINO I COUNTY STD. No. 206 & 203 -8 TYPE B W =28' V= 10.64' 1 EA IS REQUIRED PRIOR TO CONSTRUCTION. PRC POINT OF REVERSING CURVE / € I SID. No. 128 CONSTRUCT 6 " � �� -~ I i 3 CONSTRUCT MANHOLE No. 4 PER RIVERSIDE COUNTY FLOOD CONTROL STD. No. MH254- 250 SF 7 EA PRIVATE ENGINEERS NOTICE TO CONTRACTOR PI POINT OF INTERSECTION / R, o-- "- I w 3 CONSTRUCT JUNCTION STRUCTURE No.4 PER RIVERSIDE COUNTY FLOOD CONTROL JS229 2 EA P/L PROPERTY LINE L ' ' . ) „ I. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR pp POWER POLE PROPOSED COLTON 33 FURNISH AND INSTALL 8p PVC SDR 35 STORM DRAIN PIPE 39 LF ' RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL R W RIGHT OF WAY q j I / Q p @ FURNISH AND INSTALL 24 RCP CLASS 4 STORM DRAIN PIPE 17 LF EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS ^ Y ... - -. FURNISH AND INSTALL BARRICADE PER COUNTY OF RIVERSIDE STD. No. 810- 15 LF PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WiTH SIC SAWCUT LINE \ � � � HIGH S` HOOL No, 3 � „, i � CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. No. 403 CASE B THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. TB TOP OF BERM � MODIFIED STRAIGHT PER DETAIL ° F ° ON SHEET Na 8 100 SF DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF TC TOP OF CURB �� \ p _ ® FURi11SH AND INSTALL 18° PRECAST CATCH BASIN (BROOKS 18180B OR APPROVED EQUAL) _.. 2 EA INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ? j - -! - 4 CONSTRUCT STEEL FENCE PER STEEL FENCE DETAIL ON SHEET 7 1200 LF E _ � � v I ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS INDICATES NEW AC PAVEMENT - \: �' AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULA77ONS AND ORDERS. E " I Q CONSTRUCT 4" THICK 3540 PSI INTEGRAL COLOR ACCENT PAVING BOMACRON CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ASHLAR SLATE PER DETAIL G ON SHEET No. 8 17300 SF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF INDICATES AREA OF GRIND CONSTRUCTION OF THiS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND AND OVERLAY i y VARIES AS NECESSARY 6" PER PLAN PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT _ CITY /COUNTY LINE' m BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 3 T o _ {� J � �� z INDICATES PCC SURFACING DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION -- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR INDICATES AREA OF REMOVAL µ.. " m OF RRA „ n LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. _ - RIVERSID 1/ - \ \\ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES ;,;, -� - - \ -� ze INDICATES AGGREGATE BASE \ -_ OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH y .�_ _ SHEET No. 2 SEE SHEET No. 3 SEE SHEET No. 4 SEE SHEET No. 5 SEE SHEESHEET No. 8 � sy SURFt� #4 BAR PRAP05f0 fl PAS OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY A 4 BARS °_ 4 ° - ° S TO THE E LOCATION 0 SA LINES NOR 0 UTILI OR I RRI GA TI O N II CONT. A A F ! F OR TY AVEN SEE SHEET NO. 7 SEE SHEET NO. 7 a° m - .�.- - , -.,,� - LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE FOR CURB RETURNS INDEX MAP : ° " RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES 1 4 PREMOLDED PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ENVIRONMENTAL REVIEW FOR EXPANSION GRAPHIC SCALE 1" =200' NOTES: ALL LINES AFFEC77NG THIS WORK, WHETHER OR NOT SHOWN HEREON, AND COUNTY PORTION PERFORMED JOINT FILLER FOR ANY DAMAGE OR PROTECTION TO THESE LINES. BY CAPITAL PROJECTS DIVISION 1. 520 -C -2500 PCC #4 BARS 2. 112" RADIUS ON ALL EXPOSED EDGES. CONT. SECTION ■ A■ - 'A` 0 200 400 600 DATE: rn, DETAIL V i/2 R PCC RETAINING CURB RECORD RECORD NOT TO SCALE o PROP. EXIST. QTY OF GRAND TERRACE C/L COUNTY 01 RIVERSIDE EXIST. PROP. EXIST. CITY OF GRAND TERRACE C/L COUNTY OF RIVERSIDE EXIST. 6" 10' 1.5' PREMOLDED R/W R,/W CITY /COUNTY LINE R/W R/W R/W CITY /COUNTY LINE R/W m - -.= EXPANSION BA1ZrCN RD z JOINT FILLER •" PER 44' 33' PER 44' 44' � 3 ° PROPOSED LAN PROPOSED PLAN o COLTON May 7' 10' 24.5' 21' 12' EXISTING COLrON I�GH L 8.5' l0' 24.5' 0.5 32' 12' i /2 "R i /2 "R o 8 " STL. 1 4" SCHT3O1 Na 3 TO TURN LANE 0.5 TO 10 RESIDENCES SCHOOL 140. 3 TURN LANE SAWCUT 4 TROWEL EXPANSION JOINT 8.5' i.5' SAWCUT SAWCUT 6 . ( SAWCUT LINE 13 6• 4" FINISH RTES; LINE LINE w 3 TO 13 15' LINE MEDIAN 1. SHALL BE CONSTRUCTED MONOLITHICALLY j D.G. ( 3 VARIES FROM * ** 14.5' q ( O.G. O.G. ( 3 14.5' 14.5' O.G. _ 1 R 2 �� i /2 "R OF CLASS "B' CONCRETE J 2% 9 10 2 i �..- - - 0 2% 4 2% 2:1 MAX '-"` 2% 2.03% 70 3.54% % 2% 2% �- VARIES FROM _ - - �--- -- 2:1 MAX 2:1 MAX -' 2 1.85% ro a5�% 9 to 2a MAX ' °" -=_ 2. WEAKENED PLANE JOINTS SHALL BE " " CONSTRUCTED AT 10 -FOOT INTERVALS O.G. 8 O.G. O.G. ' :` O.G. 6x6 10/10 W.W.F. M,, 1 1/2" EXCEPT THAT THE INTERVAL SHALL BE Q 8 -- 1 1 8 i _ -- _ �' VARIED TO ALLOW MATCHING OF JOINTS w� _ IN ADJACENT EXISTING IMPROVEMENTS j Q DET147L �Ar 3. CURING COMPOUND SHALL BE SPRAYED MAIN STREET MAIN STREET UNIFORMLY ON EXPOSED SURFACE i TYPICAL STREET SECTION TYPICAL STREET SECTION DECEL ERA 7ION LANE 4. EXPANSION JOINTS SHALL BE CONSTRUCTED * 14.5' FROM 20 +00.00 TO 26 +00.00 NOT TO SCALE AT ENDS OF RETUNS, BC S, EC'S, PRC'S AND AT 14.5' FROM 26 +50.00 TO 30 +66.81 STA 14 +19.56 TO STA 15 +19.56 STA 30 +18.32 TO STA 30 +65.81 ° STA 22 +70.06 TO STA 23 +70.06 NOT TO SCALE STRUCTURES. w ** 14.5' FROM 20 +00.00 TO 26 +00.00 STA 26 +65.81 TO STA 27 +65.81 TI= 8.5 R= 23 PER PLAN (2' MIN. OR 14.5 FROM 26 +50.00 TO 30 +66.81 STA 29 +65.81 TO STA 29 +79.13 AS DIRECTED) w NOT TO SCALE 1' MIN. z 1 0 71= 8.5 R= 23 GRIND EXIST. PAVEMENT ST 0.12' MIN 8 OVERLAY - RECORD RECORD g? 0.12 MIN 3 1' PROP. EXIST. CITY 06 GRAND TERRACE C COUNTY DF RIVERSIDE EXIST. EXIST. CITY OF ff" TERRACE' CA COUNTY OF RIVERSIDE EXIST. ¢ - MATCH EX. o R/W R/W CITY /COUNTY LINE R/W R/W CITY /COUNTY LINE R/W <n ¢ 2 TANAGER ST 0 - - - ADJACENT PER 44' 30' 44' 44' �-^''- _ _ GRADE F 0 PROPOSED " Exlsr�IG _ 9 �`� oA e\ . ._ a , z PROPOSED L T 24.5' I 21' 9' g 12' 32' 32' 12' :�_ 1 ` \ \/� �� Q GflL7DN NS. #B SITE COLTON J�GH To 0.5 TO 10 A - - EX. SAWCUT SAWCUT SCHOOL No 3 8 5' LINE LINE 3 T0 S 71 I 8' 6' SAWCUT 6' S L NE T 6 ( - - - - - - � NUWV ST < LINE - - - - -- ;�\ .. O.G. ( * * *14.5' 0. G. O.G. VARIES FROM VARIES FROM O.G. r 4 VARIES FROM g 10 2% 4 2 6 2% 2 7% TO 3.1 %) 9 10 2% To 3.17% 4 2% NEW PAVEMENT EXISTING PAVEMENT A - - - - - - FLYNN ST - Q Q ° 2% 1.63% TO 3.77% �. y ( _ -- SEV CTION SECTION V r i MA �" -- _- 4n 2:1 MAX 2:1 2:1 X -- - - 2:1 MAX O.G. O.G. O.G. DETAIL S "' +t O.G. 8 1 Ex. 8" CURB 8 c 9 10 MATCH UP PAVEMENT �e HESS j SECTION "B� - "B� ■,A' TD CT GUTTER ��A� �T p R NOT TO SCALE <t '4l yn_ ~ # 12.5' FROM 16 +50.00 To 18 +50.00 MAIN S TREET I MAIN STRE h+v C�NT�R ST 14.5' FROM 20 +00.00 TO 26 +00.00 TYPICAL STREET SECTION TYPICAL STREET SECTION 14.5' FROM 26 +50.00 TO 30 +66.81 STA 12 +52.68 TO STA 13 +42.17 STA 31 +25.55 TO STA 32 +88.79 Q = WONITykw k# 14.5' FROM 16 +50.00 TO 18 +50.00 STA 15 +63.15 TO STA 21 +95.64 NOT TO SCALE No 45702 A 140.60153 A SECTION 8, TOWNSHIP 2 SOUTH RANGE 4 WEST STA 24 +13.65 TO STA 25 +75.81 T1= 8.5 R= 23 0 14.5' FROM 26 +50.00 14.5 FROM 26 +00.00 TO 30+66.81 TO 26 +00.00 STA 28 +09.40 TO STA 28 +87.81 ��, NOT TO SCALE ° 0 NOT TO SCALE f q7 OIV? l q 7 VIV1L N 7i= 8.5 R= 23 F OFCAI` , - F�FCAI? MS4205 W.O. # 870791 IP.080119 m NOTE: FIELD BOOK REF. RIVERSIDE COUNTY CITY OF GRAN© TERRACE W.O. N°. = u WORK CONTAINED WITHIN TIERE PLANS SHALL NOT QgOFESS EPIC E N G i N E E R S STREET IM P ROVEMENT P"N c Q D p - '�l �eOorc+� IA vi- up4E4Yi9 SYMBOL REVISIONS APPq. GATE TRANSPORTATION DEPARTMENT 9 °37 COMMENCE UNTiL AN ENCHRAACHMENT PERMIT 'ART ROAD No. °3 ibIENT ° AND /OR GRADING PERMIT HAS BEEN ISSUED. y �� O � y 101 REDLANDSBOULEVARD E -722- (� �++ I -. SUITE 146 FAX 908 -7132' -8899 I� - • ®� ®� DESIGNED BY: RAR APPROVED BY: BENCHMARK: ELEV:951,31 �, ^ No. 53556 REDLANDS.GA9i73,�w � � FEN {E STA 10 #1a D RAWN BY; RCG //� STR m 9IAL TNONORIIN6 i� E•p. -so -,s * TO M +.$t3 PAYE' f�/'31�(K /1! ALA FR" C DATE ►YAINS/RE ANDPICO.STREET LE Nib F ,, NAVD 88 34 ° 00'54.60+4 ° 117 m BBORe OyyB FDfE GHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA 1j � CHECKED BY: RAR 0 409 BTS, v 939 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET 9rF cI VIL �[� , _ , ;7 _f( TIT L+� I Tm.L A I S se eY a i- eoo- zap -Qeoo 114 THE TOP OF THE CONCRETE FOUNDATION OF ]t FORMER OFCA11P'' 7/12/2011 CARLOS ZAMANO DATE: Me _ t7 i m .:!nmr HIGHGROVE RAILWAY STA71ON ERICK D. POTTER, R..C. E 53554 DATE RECOMMENDED: MIKE M TIMG DATE RECOMMENDEDBY. CITY ENGINEER i O SHEET � 01= _ m CURVE v � CONSTRUCT 4 "�THI THI 3500 PSI INTEGRAL COLOR ACCENT PAVING BOMACRON ��`. i v v v u v v u v v � E � � _ / I , y 44 00 a v ' o ASHLAR SLATE PER DETAIL "G" ON SHEET No. 8 $ g 20.08' 840 - 846 Maid l St . Evc ' N a MATCH Ex. N 40.10' 20.08' C3 9 +24.10 BEG CURB, GUTTER; SAWCUT, 8 REMOVAL. 30' so CURB 8 GUTTER 0 C URVE DATA A C4 1792641" JOIN 8 MATCH EX. CURB 8 GUTTER 14 t 16't i6 t 14 t SAWCUT, REMOVE 8 309.48' NOTE. 95 0 2821' 25.00' BVC � 01SP0SE OF EX. m CURVE DEL TA RADIUS ARC TANGENT CI 7 323.75' 40.10' 20.08' C2 7 0 0551' 323.75' 40.10' 20.08' C3 180 1.50' 4.71' C4 1792641" 1.50' 4.70' 309.48' C5 95 0 2821' 25.00' 41.66' 2251' G6 83 ° 54'37" 25.00' 36.61' 22.47' C7 90 ° 00'00" 35.00' 54.98' 35.00' C81 90 35.00' 1 54.98 35.00' ALL EX. FENCE WITHIN RIGHT-OF -WAY TO BE REMOVED AND RECONSTRUCTED TO NEW LOCATION INDICATED ON PLAN. UNE DATA LINE I BEARING I DISTANCE LIJ S83 "W 40.31' NOTE: lJ WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN HROACHMENT AND /OR GRADING PERM HAS BEEN SSUED.1 T BENCHMARK: ELEV:951.31 DIAL p 1 (Ttl6 NAVO 8834 ° 00'54.6014" N11720'02.0915 "W AT MGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA �YODUIS AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET TOL FREE A PUBLIC SEVicE BY S- anD -w-am IN THE 101 OF THE CONCRETE FOUNDATION OF THE FORMER UN306PWW SOWIIE ALERT HIGHGROVE RAILWAY STATION HELD BOOK REF. RIVERSIDE CWIVTY CITY OF GRAND TERRACE REVISIONS APPR. DATE TRANSPORTATION DEPARTMENT 04 F'ENCS S ? /Or ll APPROVED BY: PU81JG WORKS LIEPi4FCilblENf rorE N}M H I!'Il1 DESIGNED BY: RAR APPROVED SY: ,^ DRAWN BY: RCG ALA E NJCH DATE: CHECKED BY: RAR a lo om a T_ /G ./t CARLOS ZAMAN DATE: RECOMMENDED: MIKE MUD$ -rlAf0 DATE: RECp pEpBy CITY ENGINEER MS 4205 W.O, B7079y IP080119 STREET IMPROVEMENT PLAN w.O. "o. 9.37 ®•w M MAIN STREET I wa%. ...BIBmBA FROM STATION 10 +00. 00 TO STATION 14 +50. 00 ' SHEET 2 OF 1 0 UNLESS NOTED FOR RELOCATION, EX. RIN ` 5 fix. R W ( CONCRETE V -1kTCH n� ' h �Q� BEGIN SIDEWALK GRAPHIC SCALE I"=20' MA I N S TR E T yQ = y Mo.457t� A No. miss , 0 20 40 60 CONSTRUCTION NOTES O1 CONSTRUCT 0.43' AC OVER 0.50' CLASS 2 AGGREGATE BASE Q— CONSTRUCT 6 CURB ONLY PER COUNTY OF RIVERSIDE STD. No. 204 l CONSTRUCT 8" PCC „(�20-C -2500) CURB & 10' DECELERATION LANE PER DETAIL A ON SHEET No. 1 RAW DEp1CgTIpN PER INSTRUMENT \ 4 O4 — CONSTRUCT 8” PCC (520 -C -2500) CURB &GUTTER PER COUNTY OF No. RECORDED J \ J � RIVERSIDE STD. No. 201 (MODIFY 11" WHERE NOTED ON PLANS) rn c n l� CONSTRUCT 6" PCC DRIVEWAY PER COUNTY OF RIVERSIDE STD, No. 207 ONSITE STORM DRAIN O8 — CONSTRUCT 4" PCC (520 -C -2500) SIDEWALK PER COUNTY OF RIVERSIDE STD. No. 401 (INCLUDE RETAINING CURB PER DETAIL C" ON SHEET No. 1 ON RIVERSIDE COUNTY SIDE) COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "B" Q 63.B5TG. �....,a» ON SHEET No. 1 3 . -^ 65.49TG`' 10 OVERLAY PREPARED EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "B" ® 6318F6` g4 A ON SHEET No. 1 c 3 11 FURNISH AND INSTALL STREET LIGHT W/ CONCRETE POLE PER COUNTY OF Q 91TC — RIVERSIDE STD. No. 1000 r - A . s5,24FS i©— SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER (� G2 9B 1�3 REMOVE EXIST SIGN & POST & SALVAGE TO CITY /COUNTY YARD. 0— REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS + IF APPLICABLE) BY EDISON FORCES Q RELOCATE EXISTING WATER METER AND METER BOX BEHIND PROPOSED CURB a "' U Al (UNLESS NOTED) 1®— RELOCATE EXISTING FIRE HYDRANT PER COUNTY OF RIVERSIDE STANDARD NO, 701 Zr 1 AND EXTEND LATERAL (UNLESS NOTED) Lt 1 ADJUST TO PROPOSED FINISH SURFACE CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE I-" , STD. No 300 to 311 1�9 SAWCUT, REMOVE & DISPOSE OF EXIST. CONCRETE DRIVEWAY. RE -GRADE ui I 1 FOR SMOOTH TRANSITION AT TOP & BOTTOM. POUR 4" PCC 520 -C -2500 OVER - COMPACTED NATIVE AND MATCH EXISTING SCORE LINE PATTERN IF APPLICABLE W 5 v 21 REMOVE AND DISPOSE OF EXISTING TREE AND /OR SHRUB AND ROOT SYSTEM = u ®--- RELOCATE EXISTTNG MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND a. w J PROPOSED CURB. 1 �— SAWCUT, REMOVE & DISPOSE OF EXISTING AC /AB PAVEMENT t Q REMOVE AND DISPOSE OF EXISTING CONCRETE Lu D la— SAWCUT REMOVE & DISPOSE OF EXIST. AC DRIVEWAY. RE -GRADE FOR SMOOTH r ` s 3 TRANSITION AT TOP AND BOTTOM, PLACE 4 " AC OVER COMPACTED NATIVE ►I � _ 3( ,__�� ADJUST EXISTING MANHOLE TO PROPOSED FINISH SURFACE PER APWA STD. 206 -2 64.75 FS 65.62 FS` s5. al . D CONSTRUCT MANHOLE No. 4 PER RIVERSIDE CONNTY FLOOD CONTROL STD. No. MH254 FS S F FURNISH AND INSTALL 24" RCP CLASS 4 STORM DRAIN PIPE / ®-- CONSTRUCT STEEL FENCE PER STEEL FENCE DETAIL ON SHEET 7 U + / X + x X � x x 45 — CONSTRUCT 4" THICK 3500 PSI INTEGRAL COLOR ACCENT PAVING BOMACRON sa77t i s4s7t 65 .77 Fs� is 3 n ASHLAR SLATE" PER DETAIL "G" ON SHEET No. 8 FS 6579+ o 0 G m L H 0 0 c CURVE DELTA RADIUS ARC I TANGENT C1 7 ° 0551" 323.75' NOTE: 20.08' z 705'51 323.75' UNLESS NOTED FOR RELOCATION, 20.08' C3 25 ° 50'31" 50.00' ALL EX. FENCE WITHIN RIGHT-OF-WAY 11.47' z 25 0 50'31" 50.00' TO BE REMOVED AND RECONSTRUCTED 91.47 o PLANTER WALL TO NEW LOCATION INDICATED ON PLAN. REQUIRE WRITTEN AUTHORIZATION FROM �7TC W a�i W " + 0 1 5 Q I R m a 22 I1 CURVE DATA St. 0 G m L H 0 0 c CURVE DELTA RADIUS ARC I TANGENT C1 7 ° 0551" 323.75' 40.10' 20.08' C2 705'51 323.75' 40.10' 20.08' C3 25 ° 50'31" 50.00' 22.55' 11.47' C4 25 0 50'31" 50.00' 22.55' 91.47 Q a 0 FS N_ SAWCUT Li II FS 66.: 40.31' w CXIS7INIE ° LINE W SAWCUT F. AND OVERLAY J 2 z c� DRIVEWAY - �+ Lu Ll + J EXISTI CONCf DRIVE o W NOTE: INDICATES PCC SURFACING u� 6 6 ALL WORK ON PRIVATE PROPERTY SHALL , PLANTER WALL Q REQUIRE WRITTEN AUTHORIZATION FROM �7TC W a�i W " + PROPERTY OWNER. 1 5 Q I R m a 22 I1 BOB Main St. NOTE: ANY CONFLICTING IRRIGATION LINES LOCATED ON PRIVATE PROPERTY SHALL BE RELOCATED TO MAINTAIN FULL FUNCTION AND PROVIDE PROPER LANDSCAPE COVERAGE UNE DATA LINE BEARING I DISTANCE Li NB3 ° 45'22 E 40.31' n c NOTE: = WORK CONTAINED WITHIN THERE PLANS SHALL NOT c COMMENCE UNTIL AN ENCHROACHINENT PERMIT tXT AND /OR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: ELEV: 951.31 T) DIM. TMD t10lIfIN6 NAVD 8834 ° 00'54.6014" N117 0 20'02.0915 "W AT HIGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA yvi 01B D 6 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET t FlI A Pueuc sEYiGE er repo -u� IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER uattrtt sarvraE AIERf HIGHGROVE RAILWAY STATION 825 Main St. w m Lw W ° a 3 o R n � W m 0 m 7 -' 1 . N H � W 3 � W 795 Main St. TREE WELL PER ONSITE PLANS (TYP) Q 7 3 `O 70 ` ` 70 ms F SAWCUT AND REMOVE EX. BLOCK WALL TO NEAREST JOINT BMW 70_1 RIGHT OF WAY 0 EXISANG � ASPHALT `w DRIVEWAY W 784 Main 70.68 7117 19 FS FS EX: R/W SAWCUT AT EXISTING SAWCUT AT SCOREUNE EXISTING 5 ELINE EXIS77NG �P - DRGGNCRETE W 6 W � 3 W � W 775 Main St. IN 3 I> o'. 758 Main St. Q �ESSF�,,_ GRAPHIC SCALE 1 " =20' m MAIN No, 60 153 z 0 20 40 60 tp Exp. 6 -50 -12 �* S T R E E T r sr 01V1V ' FoFCAU M3 4205 W.O. # B70791 IP 080119 FIELD BOOK REF. RIWJMDE COUNTY CITY OF GRAND TERRACE STREET IMPROVEMENT PLAN 9 °37 W.O. No. REVISIONS APPR. DATE 7RANSPORTA77ONDEPARTMENT PUBLIC WORlKRDEPAFMENT jig /� APP � ROV � ED / /y 7 ROAD No. / rk ! -II-, II DRAWN BY: RCG APPROVED BY: ALA . RENC DATE: CARLOS MAIN STREET FILE No. CHECKED BY: RAR s -� �+,"'. -fro �� ZAMANO DATE: COMMENDED: MIK E VET /VC-DATE: RECOMMENDED BY: CITY ENGINEER FROM STATION 14 +50.00 TO STATION 19 +00.00 SHEET 3 OF 1 0 PROPOSED COLTON HIGH SCHOOL NO.3 1 ER ONSITE B ASIN ANS LEGEND J CONSTRUCT BLOCK INDICATES NEW AC PAVEMENT INDICATES AREA OF GRIND W b AND OVERLAY IN KIND, REUSE AND 2 W o W INDICATES PCC SURFACING IRON FENCE Q INDICATES AREA OF REMOVAL / - EX e 5 44 , PLANTER WALL Q ao �7TC W a�i W " + 21 1 5 � • 14 aC 22 I1 BOB Main St. v� P W AY t I w Af W -- -T w� W W U� J h 758 Main St. Q �ESSF�,,_ GRAPHIC SCALE 1 " =20' m MAIN No, 60 153 z 0 20 40 60 tp Exp. 6 -50 -12 �* S T R E E T r sr 01V1V ' FoFCAU M3 4205 W.O. # B70791 IP 080119 FIELD BOOK REF. RIWJMDE COUNTY CITY OF GRAND TERRACE STREET IMPROVEMENT PLAN 9 °37 W.O. No. REVISIONS APPR. DATE 7RANSPORTA77ONDEPARTMENT PUBLIC WORlKRDEPAFMENT jig /� APP � ROV � ED / /y 7 ROAD No. / rk ! -II-, II DRAWN BY: RCG APPROVED BY: ALA . RENC DATE: CARLOS MAIN STREET FILE No. CHECKED BY: RAR s -� �+,"'. -fro �� ZAMANO DATE: COMMENDED: MIK E VET /VC-DATE: RECOMMENDED BY: CITY ENGINEER FROM STATION 14 +50.00 TO STATION 19 +00.00 SHEET 3 OF 1 0 PROPOSED COLTON HIGH SCHOOL NO.3 1 ER ONSITE B ASIN ANS J CONSTRUCT BLOCK PLANTER p W b g IN KIND, REUSE AND 2 W o W IRON FENCE w SAWCUT LOWER - , PLANTER WALL Y ao as W a�i W n3 21 11 15 14 22 I1 758 Main St. Q �ESSF�,,_ GRAPHIC SCALE 1 " =20' m MAIN No, 60 153 z 0 20 40 60 tp Exp. 6 -50 -12 �* S T R E E T r sr 01V1V ' FoFCAU M3 4205 W.O. # B70791 IP 080119 FIELD BOOK REF. RIWJMDE COUNTY CITY OF GRAND TERRACE STREET IMPROVEMENT PLAN 9 °37 W.O. No. REVISIONS APPR. DATE 7RANSPORTA77ONDEPARTMENT PUBLIC WORlKRDEPAFMENT jig /� APP � ROV � ED / /y 7 ROAD No. / rk ! -II-, II DRAWN BY: RCG APPROVED BY: ALA . RENC DATE: CARLOS MAIN STREET FILE No. CHECKED BY: RAR s -� �+,"'. -fro �� ZAMANO DATE: COMMENDED: MIK E VET /VC-DATE: RECOMMENDED BY: CITY ENGINEER FROM STATION 14 +50.00 TO STATION 19 +00.00 SHEET 3 OF 1 0 PROPOSED COLTON HIGH SCHOOL NO.3 1 ER ONSITE B ASIN ANS a CONSTRUCT —7 J CONSTRUCT BLOCK PLANTER y � W b IN KIND, REUSE AND a CONSTRUCT —7 CONSTRUCT BLOCK PLANTER WALL AND PILASTERS WALL IN KIND IN KIND, REUSE AND INSTALL EX. WROUGHT IRON FENCE w SAWCUT LOWER - , PLANTER WALL m � >� n3 W � W 22 15 BOB Main St. NOTE: 1, SALVAGE UN -USED WROUGHT IRON '.. FENCE SEGMENTS TO PROPERTY OWNER. 2, PILASTER SPACING SHALL ACCOMMODATE EX. WROUGHT IRON FENCE SEGMENTS. 3. PAINT TO MATCH EXISTING 4. RELOCATE EXISTING TREES AND LANDSCAPE CONTRAC;TOR 15 0 FIELD VERIFY EXISTING L- 6 02' j Ot CONSTRUCT 0.43' AC OVER 0.50' CLASS 2 AGGREGATE BASE ()r ELEVATIONS PRI O"—� T - ---- --- - - C 533 j CONSTRUCT 8" PCC (( 420 -C -2500) CURB & 10' DECELERATION ;nv TRUE -- � Tcll IV ------------- L ENGTH RIVERSIDE STD. No. 201 (MODIFY 11 WHERE N07ED ON PLANS) TkANSI VON FROM� CONSTRUCT 6" PCC DRIVEWAY PER COUNTY OF RIVERSIDE SID. No. 207 (D-- CONSTRUCT RAMP PER APWA STD. 111-3 CASE A 8 B TYPE I OR CASE D TYPE 2 CONSTRUCT 4" PCC (520-C-2500) SIDEWALK PER COUNTY OF RIVERSIDE SID. No. 401 (INCLUDE RETAINING CURB PER DETAIL "C" ON SHEET No. 1 ON RIVERSIDE COUNTY SIDE) COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "B" ON SHEET No. 1 OVERLAY PREPARED EXIS71NG AC PAVEMENT (0.12' MIN.) PER DETAIL T o ON SHEET No. I FURNISH AND INSTALL STREET LIGHT W1 CONCRETE POLE PER COUNTY OF crj RIVERSIDE SID. No. 1000 0) U_ REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS IF APPLICABLE)) BY EDISON FORCES RELOCATE EXI IING WATER METER AND METER BOX BEHIND PROPOSED CURB (UNLESS NOTED) C RELOCATE EXISTING FIRE HYDRANT PER COUNTY OF RIVERSIDE STANDARD NO. 701 xi INDICATES PCC SURFACING INDICATES AREA OF REMOVAL CUR VE DEL TA RADI ARC I TANGENTI Cl 7 323.75' 40.10; 20.08' C2 7*07'30' 323.75' 40.26 20.16 ci 76 25,00' 33.27 19.62' C4 85 °08'33° 25.00' 37.15' 2297' worill ANY CONFL, ON PRI VA If TO MAINTA LA PROPER n kAT MD NOTE: WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN ENCHROACHMENT PERMIT ANDIOR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: ELEV: 951.31 TWO OKI NAVO 8834*00'54.6014" N117*20'02.0915"W offm DAYS AT RGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA YOU BIG Y08 n AND SANTA FE RAILWAY FROM THE GROSSING OF CENTER STREET TOLL FFa A I-wo-m-am IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER UNOEFA AX B A V URT HGHGROVE RAILWAY STATION co ;o ' 53554 E Exp. 6 -90 - 79 OM EPIC ENGINEERS owaosmomfm L4W SUMM Powsm C0?lSTNXMMMAK#ABMff 101 E REXMDS BOUMVAM TEE 9N-M-5m SUITE 148 FAX 9W M - - UN In MWLMKCA=M r PROPOSED COLTON HIGH SCHOOL No, 3 DEDICATION PER INSTRUMENT RECORDED + co Lu Lu X Lu co z Lu uj co T J c Q GRAPHIC SCALE I"=20' 0 20 40 60 I MS 4205 W.O. # 870791 STREET IMPROVEMENT PLAN I � IP 080119 .0. No. 9.37 MAIN STREET FROM S TA TION 13100.00 TO 5 TA TION 23 +75.00 I in C0N=UaQN NOW Ot CONSTRUCT 0.43' AC OVER 0.50' CLASS 2 AGGREGATE BASE CONSTRUCT 6H CURB ONLY PER COUNTY OF RIVERSIDE SID. No. 204 CONSTRUCT 8" PCC (( 420 -C -2500) CURB & 10' DECELERATION LANE PER DETAIL ON SHEET No. 1 CONSTRUCT 8" PCC (520-C-2500) CURB & GUTTER PER COUNTY OF RIVERSIDE STD. No. 201 (MODIFY 11 WHERE N07ED ON PLANS) CONSTRUCT 6" PCC DRIVEWAY PER COUNTY OF RIVERSIDE SID. No. 207 (D-- CONSTRUCT RAMP PER APWA STD. 111-3 CASE A 8 B TYPE I OR CASE D TYPE 2 CONSTRUCT 4" PCC (520-C-2500) SIDEWALK PER COUNTY OF RIVERSIDE SID. No. 401 (INCLUDE RETAINING CURB PER DETAIL "C" ON SHEET No. 1 ON RIVERSIDE COUNTY SIDE) COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "B" ON SHEET No. 1 OVERLAY PREPARED EXIS71NG AC PAVEMENT (0.12' MIN.) PER DETAIL T ON SHEET No. I FURNISH AND INSTALL STREET LIGHT W1 CONCRETE POLE PER COUNTY OF crj RIVERSIDE SID. No. 1000 0) @ SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER REMOVE EXIST SIGN & POST & SALVAGE TO CITY/COUNTY YARD. REMOVE EXISTING POWER POLE (INCLUDING LIGHT MAST ARM AND GUY ANCHORS IF APPLICABLE)) BY EDISON FORCES RELOCATE EXI IING WATER METER AND METER BOX BEHIND PROPOSED CURB (UNLESS NOTED) RELOCATE EXISTING FIRE HYDRANT PER COUNTY OF RIVERSIDE STANDARD NO. 701 xi AND EXTEND LATERAL (UNLESS NOTED) Ui co ADJUST TO PROPOSED FINISH SURFACE W CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER COUNTY OF RIVERSIDE SID. No. 300 to 311 SAWCUT, REMOVE & DISPOSE OF EXIST. CONCRETE DRIVEWAY. RE-GRADE FOR SMOOTH TRANSITION AT TOP & BOTTOM. POUR 4" PCC 520-C-2500 OVER co ui COMPACTED NATIVE AND MATCH EXIS71NG SCORE LINE PATTERN IF APPLICABLE PROTECT EXISTING IN PLACE ui REMOVE AND DISPOSE OF EXISTING TREE AND /OR SHRUB AND ROOT SYSTEM RELOCATE EXISTING MAILBOX TO POSTMASTER APPROVED LOCATION BEHIND Uj J 71 PROPOSED CURB. RE -GRADE AND COMPACT EXISTING DIRT DRIVEWAY FOR SMOOTH TRANSITION AT TOP AND BOTTOM fl SAWCUT, REMOVE & DISPOSE OF EXISTING ACI REMOVE AND DISPOSE OF EXIS77NG CONCRETE AB PAVEMENT SAWCUT REMOVE & DISPOSE OF EXIST. AC DRIVEWAY. RE-GRADE FOR SMOOTH TRANSITION AT TOP AND BOTTOM, PLACE 4 AC OVER COMPACTED NATIVE. CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE SID. No. 209 ADJUST EXIS71NG MANHOLE TO PROPOSED FINISH SURFACE PER APWA SID. 206-2 n 3i REMOVE AND ABANDON WATER METER, BOXES, LATERALS AND APPURTENANCES 12" FROM EXISTING WATER MAINS ((UNLESS NOTED) CONSTRUCT 6 PCC (520-C-2500) CURB & GUTTER PER COUNTY OF RIVERSIDE SID. No. 200 (GUTTER MODIFIED TO 2% GRADE) CONSTRUCT JUNC71ON STRUCTURE No.4 PER RIVERSIDE COUNTY FLOOD CONTROL JS229 FURNISH AND INSTALL 8" PVC SOR 35 STORM DRAIN PIPE FURNISH AND INSTALL 18" PRECAST CATCH BASIN (BROOKS 1818CB OR APPROVED EQUAL) CONSTRUCT STEEL FENCE PER STEEL FENCE DETAIL ON SHEET 7 CONSTRUCT 4' THICK 3500 PSI INTEGRAL COLOR ACCENT PAVING 130MACRON "ASHLAR SLATE" PER DETAIL "G" ON SHEET No. 8 n LEGEND UNE DATA INDICATES NEW AC PAVEMENT LINE I BEARING I DISTANCE 7E LIl S83 40.31'I INDICATES AREA OF GRIND CURVE DATA F7 AND OVERLAY INDICATES PCC SURFACING INDICATES AREA OF REMOVAL CUR VE DEL TA RADI ARC I TANGENTI Cl 7 323.75' 40.10; 20.08' C2 7*07'30' 323.75' 40.26 20.16 ci 76 25,00' 33.27 19.62' C4 85 °08'33° 25.00' 37.15' 2297' worill ANY CONFL, ON PRI VA If TO MAINTA LA PROPER n kAT MD NOTE: WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN ENCHROACHMENT PERMIT ANDIOR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: ELEV: 951.31 TWO OKI NAVO 8834*00'54.6014" N117*20'02.0915"W offm DAYS AT RGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA YOU BIG Y08 n AND SANTA FE RAILWAY FROM THE GROSSING OF CENTER STREET TOLL FFa A I-wo-m-am IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER UNOEFA AX B A V URT HGHGROVE RAILWAY STATION co ;o ' 53554 E Exp. 6 -90 - 79 OM EPIC ENGINEERS owaosmomfm L4W SUMM Powsm C0?lSTNXMMMAK#ABMff 101 E REXMDS BOUMVAM TEE 9N-M-5m SUITE 148 FAX 9W M - - UN In MWLMKCA=M r PROPOSED COLTON HIGH SCHOOL No, 3 DEDICATION PER INSTRUMENT RECORDED + co Lu Lu X Lu co z Lu uj co T J c Q GRAPHIC SCALE I"=20' 0 20 40 60 I MS 4205 W.O. # 870791 STREET IMPROVEMENT PLAN I � IP 080119 .0. No. 9.37 MAIN STREET FROM S TA TION 13100.00 TO 5 TA TION 23 +75.00 I in worill ANY CONFL, ON PRI VA If TO MAINTA LA PROPER n kAT MD NOTE: WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN ENCHROACHMENT PERMIT ANDIOR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: ELEV: 951.31 TWO OKI NAVO 8834*00'54.6014" N117*20'02.0915"W offm DAYS AT RGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA YOU BIG Y08 n AND SANTA FE RAILWAY FROM THE GROSSING OF CENTER STREET TOLL FFa A I-wo-m-am IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER UNOEFA AX B A V URT HGHGROVE RAILWAY STATION co ;o ' 53554 E Exp. 6 -90 - 79 OM EPIC ENGINEERS owaosmomfm L4W SUMM Powsm C0?lSTNXMMMAK#ABMff 101 E REXMDS BOUMVAM TEE 9N-M-5m SUITE 148 FAX 9W M - - UN In MWLMKCA=M r PROPOSED COLTON HIGH SCHOOL No, 3 DEDICATION PER INSTRUMENT RECORDED + co Lu Lu X Lu co z Lu uj co T J c Q GRAPHIC SCALE I"=20' 0 20 40 60 I MS 4205 W.O. # 870791 STREET IMPROVEMENT PLAN I � IP 080119 .0. No. 9.37 MAIN STREET FROM S TA TION 13100.00 TO 5 TA TION 23 +75.00 I in ANY CONFL, ON PRI VA If TO MAINTA LA PROPER n kAT MD NOTE: WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN ENCHROACHMENT PERMIT ANDIOR GRADING PERMIT HAS BEEN ISSUED. BENCHMARK: ELEV: 951.31 TWO OKI NAVO 8834*00'54.6014" N117*20'02.0915"W offm DAYS AT RGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA YOU BIG Y08 n AND SANTA FE RAILWAY FROM THE GROSSING OF CENTER STREET TOLL FFa A I-wo-m-am IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER UNOEFA AX B A V URT HGHGROVE RAILWAY STATION co ;o ' 53554 E Exp. 6 -90 - 79 OM EPIC ENGINEERS owaosmomfm L4W SUMM Powsm C0?lSTNXMMMAK#ABMff 101 E REXMDS BOUMVAM TEE 9N-M-5m SUITE 148 FAX 9W M - - UN In MWLMKCA=M r PROPOSED COLTON HIGH SCHOOL No, 3 DEDICATION PER INSTRUMENT RECORDED + co Lu Lu X Lu co z Lu uj co T J c Q GRAPHIC SCALE I"=20' 0 20 40 60 I MS 4205 W.O. # 870791 STREET IMPROVEMENT PLAN I � IP 080119 .0. No. 9.37 MAIN STREET FROM S TA TION 13100.00 TO 5 TA TION 23 +75.00 I in 0 0 a W W 0 Z 0 0 0 0 _ v CURVE DATA LEGEND DELTA INDICATES NEW AC PAVEMENT m INDICATES AREA OF REMOVAL INDICATES AREA OF GRIND INDICATES PCC SURFACING AND OVERLAY 50.00' CURVE DELTA RADIUS ARC TANGENT Cl 2550 50.00' 22.55' 11.47' C2 25'50'31' 50.00' 22.55' 11.47' C3 1793330" 1.50' 4.70' 389.27' C4 90 0 00'00 , 25.00' 39.27' 25.00' C5 90 0 00'00' 25.00' 39.27' 25.00' C8 1&5 ° 07'39' 1.50' 4.32'1 11.49' C7 14 ° 5221" 3D0.DD' 77.87 39.16 ' C8 25 5031" 50.00' 22.55' 47 11.' C91 25 - 50 - 31 - 1 50.00' 22.55' 1147' NOTE: UNLESS NOTED FOR RELOCATION, ALL EX. FENCE WITHIN RIGHT -OF -WAY TO BE REMOVED AND RECONSTRUCTED TO NEW LOCATION INDICATED ON PLAN.'. NOTE: ALL WORK ON PRIVATE PROPERTY SHALL REQUIRE WRITTEN AUTHORIZATION FROM PROPERTY OWNER. cn rn� NOTE: O = WORK CONTAINED WITHIN THERE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ° AN0 /0R GRADING PERMIT HAS BEEN ISSUED. e' BENCHMARK: ELEV:951.31 m OiFI NAVD 8834 ° 00'54.6014" N117 "W o OAYfi �dE AT HIGHGROVE 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA © Y1N1 Difi YOU Oifi AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET � 1 wwm'w a`s Wc uM JHIGHGROVE RAILWAY STATION 140.60153 Exp. 6 -30 -12 6HAPHIC SCALE 1 " =20' 0 20 40 60 MS 4205 WA. # 870791 IP 080119 STREET IMPROVEMENT PLAN No' 9.37 ROAD No. MAIN STREET FROM STATION 23 +75.00 TO STATION 28+50.00 10 NOTE ANY CONFLICTING IRRIGATION LINES LOCATED ON PRIVATE PROPERTY SHALL BE RELOCATED TO MAINTAIN FULL FUNCTION AND PROVIDE PROPER LANDSCAPE COVERAGE A CURVE DATA CURVE DEL TA RADIUS ARC TANGENT C1 90 0 00 1 00" 25.00' 39.27' 25.00' C2 90 0 00'00" 25.00' 39.27' 25.00' C3 2123'04" 50.00' 1866' 9.44' C4 2123'04' 50.00' 1866' 9.44' C5 90 ° 00'00" 3.00' 4.71' 3.00' C6 90 0 00'00" 300' 4.71' 3.00' C7 27"0T36" 50.00' 23.67' 12.06' C8 27 07'36" 50.00' 23.67' 12.06' C9 90 12.00' 1865' 1200' CIO 90 ° 00'00' 12.00'1 1885' 12.00' nn T A NOTE: WORK CONTAINED WI1Ti1N THERE PLANS COMMENCE UNTIL AN ENCHROACHMENT AND /OR GRADING PERMIT HAS BEEN IS SHALL NOT PERMIT SUED. 0 BENCHMARK: ELEV:951.31 Lyou LO NAVD 8834 ° 00'54.6014" N117 ° 20'02.0915 "W qf pA AT HIGHGROVE, 200 FEET SOUTH ALONG THE ATCH/SON, TOPEKA BT6 Ydl 6I6 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET FM A ie SEvaCE By i- eoo -az� aeoo IN THE TOP OF PIE CONCRETE FOUNDATION OF THE FORMER Wv& m SMMCE AURT HIGHGROVE RAILWAY STATION a -- EXISTING T CONCRETE 6" � DRIVEWAY 522 Main S 5 21 w 21 CAL VAR Y 7 E Srg00X PlJP00884 FIELD BOOK REF. RIVERSIDE COUNTY CITY OF GRAND TERRACE REVISIONS APPR. DATE TRANSPORTATION DEPARTMENT PUS.IC NARKS DEPARTMENT VED BY: DESIGNED BY: RAR APPROVED BY: (► DRAWN BY: RCG AWLFRENCAL FRENCH � DATE: CHECKED BY: RAR dAt —16 CARLOS ZAMANO DATE: R ECOMMENDED: MIKE r.]" /N6Dj T RECOMMENDED BY: CITY ENGINEER 20 GRAPHIC SCALE I " =20' 0 20 40 60 M84205 W.O. # B70791 IP 080119 STREET IMPROVEMENT PLAN W,O No. 9 "37 ROAD No. MAIN STREET I FI L * E FROM STATION 28 TO STATION 33+25.00 NOTE: UNLESS NOTED FOR RELOCATION, ALL EX. FENCE WITHIN RIGHT -OF -WAY TO BE REMOVED AND RECONSTRUCTED TO NEW LOCATION INDICATED ON PLAN. SAWCUT, NOTE: ALL WORK ON PRIVATE PROPERTY SHALL REQUIRE WRITTEN AUTHORIZATION FROM PROPERTY OWNER. UNE DATA LINE I BEARI NG DISTANCE LIJ N67 ° 44'05 "W 25.00' L2 S00 '5252 "W 7.00' 508 Main St. bqd 1 SEE PROFILE ON SICET 7 Res 1 44 jig O 2 3W t42�J J m. q$O J J iv "¢g Q_ v� h n ¢ w i g oa a a ^ ¢35 m 4 -01 Qi w 11 .,, MAIN STREET EXISTING J V"I a CONCRETE �* DRIVEWAY w W ro W N W �iU W C r�i� 21 15 22 508 Main St. bqd 1 SEE PROFILE ON SICET 7 Res 1 44 jig O 2 3W t42�J J m. q$O J J iv "¢g Q_ v� h n ¢ w i g oa a a ^ ¢35 m 4 -01 Qi w 11 .,, MAIN STREET -00NMC*n0N NOTES TS 3" x 2" x 3/16 CONSTRUCT 4" PCC (520-C-2500) SIDEWALK PER C INTERMEDIATE RAIL j SID. No. 401 (INCLUDE RETAINING CURB PER DETAIL ON RIVERSIDE COUNTY SIDE) TS 2" x 2" x 3/16" PROTECT EXISTING IN PLACE TOP RAIL TS 4*' x 4" x 3 POST 0 5'-0" OC MAX 0- � H 11 1" x 1" SQUARE BAR r RIVERSIDE SHEET No. I 9 " PER NB 6144 I CURB a III SIDEWALK 09-0953 -, 77" W I I I %A f'% I V n A. �. vlrt 1 PROPOSED CURB & ti ti, GUTTER AID SIDEWALK i� �� ,� � � PER WO. #89-0953 a PICKETS I - 11 -, I ", - "1 11 , - L1 I I t d j I'll -.' I - \ 11 1 1 L ti O Lu -j Lu C3 Z 0 O CONSTRUCTION NOTES (D— CONSTRUCT 0.43' AC OVER 0.50' CLASS 2 AGGREGATE BASE 4a-- CONSTRUCT 8" PCC (520 -C -2500) CURB & GUTTER PER COUNTY OF RIVERSIDE STD- No. 201 (MODIFY 11" WHERE NOTED ON PLANS) ( _ CONSTRUCT 4" PCC (520 -C -2500) SIDEWALK PER COUNTY OF RIVERSIDE STD. No. 401 (INCLUDE RETAINING CURB PER DETAIL "C" ON SHEET No. 1 ON RIVERSIDE COUNTY SIDE) �— COLD PLANE GRIND EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL 'E" ON SHEET No. 1 10 OVERLAY PREPARED EXISTING AC PAVEMENT (0.12' MIN.) PER DETAIL "B" ON SHEET No. 1 1@2 SAWCUT, REMOVE & DISPOSE OF EXISTING CURB AND GUTTER ADJUST TO PROPOSED FINISH SURFACE �-- PROTECT EXISTING IN PLACE �-- SAWCUT, REMOVE & DISPOSE OF EXISTING ACIAB PAVEMENT CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER SAN BERNARDINO COUNTY STD. No. 206 & 203 -B TYPE B W =28' V= 10.64' 3®— CONSTRUCT 6" PCC (520 -C -2500) DRIVEWAY PER COUNTY OF SAN BERNARDINO STD. No. 128 u v u u J D n 0 Y ll SAWCUT, REMOVE AND DISPOSE OF EXIST. AC /AB CURB 8 IX/TiER A SIDEWALK U J PROP. RIGHT OF WAY— PER INSTRUMENT + n Y'�.. No ----------- 36 O U W NAP A\ 0 ° 4' 2% MAX PROP, 48 47ORM -GRAIN tPd t tFf e i j oFFS17E STGtiW'DRAfN - PLAN — , , ..._ . y. W . _ � w LEGEND — c8 , cD N 42 DETAIL 'F' CURB RAMP a.. s 2 A\ V °10.64 q 9 10 . -r ,-o, 5 M o NOT TO SCALE W INDICATES NEW AC PAVEMENT 7' FROM MOC TO C/L 0+61.00 MOC 4.0 OF CB ON CURB — ;,•� — � � � � 2 INDICATES AREA OF GRIND t EXPANSION JOINT.: AND OVERLAY 7665TC MATERIAL - 112" PREMOLDED ASPHALT AND MINERAL t (75 M N FIBER E.J. BY BURKE OR EQUAL. INDICATES PCC SURFACING _ PLACEMENT - CONTINUOUS AT CURBS (BOTH SIDES OF MEDIA V, N51. AND PERPENDICULAR TO CURB CRON: EN O.C. ACCENT '- - y � " ASHL A R SLATE" WITH _._.......gym _� E.J. AND AKENED PLANE JOINT.WEAKEND PLANE ACCENT PAVING BOMACRON AR SL A L.M. INDICATES AREA OF REMOVAL \.:.: ,. JOINT TO BE CHISELED IN TO MIN. 25% OF DEPTH OF5tREOLOR MESA BEIGE C -i2 AND 4 L w EX t/A CONCRETE SCOFtELD INTE SE AGENT, INSTALLED PER �. P _ BOMANtTE SPECIFICATION zTS/ v x z CURVE DATA 3 _ - W CURVE DEL TA RADIUS ARC TANGENT rF�r� r r Cl 33 ° 54'05 ° 61.00' 36.09' 18.59` o ++ PROPOSED LION + U w y e C2 247 39.00 168.67' HIGH SCH L NO. 3 36 20 � ' „w ^ 90% MIN. COMPACTED SUBGRADE PER SOILS REPORT C3 33 54'05 61.00` 36.09' }859' \ SAWCUT, REMOVE A DISPOSE DETAI ' G ' OF EXIST. A c /as B 8 GUTTER ? t 0 NOT TO SCALE \ A SI ALK c O D FRy� �� GRAPHIC SCALE - -- 1 " =20' n ao10s A 0 20 40 60 STREET � P' 72-51 \e * � ExP• b -a0 -12 �* rFOFCn� MS 42115 W. ®. # 870791 IP 080119 NOTE: FIELD BOOK REF. RNERSIDE COUNTY W.O. No. -. WORK CONTAINED WITHIN THERE PLANS SHALL NOT Q ESS E P / C E N G IN EE R S CITY OF GRAND TERRACE D P E ENO�NE6iN0 RTAT/ON DEP NT STREET IMPROVEMENT PLAN 9.37 SYMBOL REVISIONS APPR. DATE - CO UNTIL AN ENCHROACHMENT PERMIT �P .� 0 PUBGC WOAKS DEPAR'T'MENT AND /OR GRADING PERMIT HAS BEEN ISSUED. A� G PIMINRIO CONSTRUCTION NANAS®AEM ST. RMVED BY: y� / C RC))4CJ No. �? 101E REDLANDB BOULEVARD IEEE 908 -7>N- MM #E �II DESIGNED BY: RAR APPRO DBV: 404E BENCHMARK: ELEV:951.31 0 W � ,nn nn rn ern r mA _Do- SUITE 146 FAX 909.792-1 RCG CA 02373 Si m DRAWN BY: / /1 /1 n T n NAVD 8834 ° 00'54.6014" N777 ° 20`02.0915 ° W �' No. b966 13 FI NNO ee TMD NORfIN6 # ExP. 6-30 13 ALAN ENC DATE: �$� � n gFFgE DAYS BEfDAE AT H/G-IGROVE, 200 FEET SOUTH ALONG THE ATCHlSON, TOPEKA 4• RAR FROM rrnAi YOU DIG YOU DI6 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET l ql CIV\�_,4l� s _� CHECKED BY: TOLL FEE A wsu0 �v IDE OY i-eao -x-200 IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER F OF CAS \`�" 6 7/12/2011 C CARLOS ZAMANO DATE: p muERSRDINO 9FAVSCE ALERT HIGHGROVE RAILWAY STATION ICK D. POTTER, R. C. E 53554 DATE E OMMENDED: MIKES DA CITY ENGINEER 9HEt=T S OF O M #NG RECOMMENDED BY: m rn � A N E No. . �7 31 12 * No. 607'03 A o C CAl *r9lFxC1 VI V ls>f n OP cAU MS 4205 W.O. # B7 0791 IP 0SO119 o NOTE: FIELD BOOK REP. RIVERSIDE COUNTY C►TY OF GRAND TERRACE W.O. No. _ ® WORK CONTAINED WITHIN THERE PLANS SH ESS ALL NOT @ EP E N G 1 1V E E R S STREET IMPROVEMENT FLAN e COMMENCE UNTIL AN ENCHROACHMENT PERMIT +v D P aue. a SYMBOL REVISIONS APPR. DATE TRANSPOR T►ON DEPARTMENT PUBUC WORKS DEPARTMENT 9'37 ° AND /OR GRADING PERMIT HAS BEEN ISSUED. nnn6 ca+sf�cna+Nuae 101 E. REDLANDS BOULEVARD TELE 9W - 792 - 5� tr APPROVED BY ROAD NO. y o W OESICNED BY: RAR APPROVED BY: BENCHMARK: ELEV:951.31 "' a SURE 146 FAX 009 - 792 -SM w21- ' DRAWN BY. RM MA t N TREE T NAVD 8834 ° 00'54.6014" N117 ° 20'02.0915 "W NO.b3554 A AEDLaNOS,cA> 7s ALAN D BENCH DATEo RAR MEDIAN PROFILE F No. DIAL iq MM1iCIN6 * Exp. a so 13 * n 121E AT HIGHGROVE, 200 FEET SOUTH ALONG THE ATCliISON TOPEKA J Y / CHECKED BY: � YAU BI6 AND SANTA FE RAILWAY FROM THE CROSSING OF CENTER STREET 9l l 7�/6 // DATE: TO FM A pOS� IC RV SEVICE BY i- eoa -zzr w IN THE TOP OF THE CONCRETE FOUNDATION OF THE FORMER OF Cq�\ 711212011 CARLOS ZAMANO FROM STA 10 +50.00 TO 21 +00.00 OROERBflOUta SEICE AUMT MGHGROVE RAILWAY STA77ON RICK D. POTTER. R. C. E 53554 DATE R COMMENDED: MIKE MrfNfli�IRAWAAR. VE 7 /M4 DATE. RECOMMENDED BY: CITY ENGINEER [f SHEET 7 OF 10 L � No. 457 � � No. 60763 A ExP• iR -S7 -12 'xd ExP• 6 -96 -12 �* 9TF OF CAl � '9TF CI V 1 \- � n OF CAI\ MS 4205 W.O. # B70791 IP OOO119 p NOS Ess EPIC E N G 1 N E E R S S.Maa� RE FI BOOK REF. nPaa onTe R1VER3►DE C CITY OF GRAND TERRACE STREET IMPROVEMENT PLAN W .O. No. q.37 WORK CONTAINED N EN THERE PLANS SHALL NOT QP D PO Cr4LB LAND �►v7ina7PO ATION DEPARTMENT N AND /OR NG PERMIT HAS BEEN ISS UED. SSUED. PERM �� O T PU ROP iJ No. 101 E.REDLANDSBOULEVARD TELE <y G T wtnx+ car737rx7Ctwtataa957eti APPROVED BY: o h m DDD -M- DESIGNED BY: RAR APPROVED BY: R. C. E 53554 DATE RECOMMENDED: MIKE M. �/ 7 BENCHMARK: ELEV:951.31 W AEou 146 FAX FAx 808.782-lI�D • ®�� DRAWNSY: RM MAI STREET n NAND HGROV , 200 01E" NO7TH ALO G THE No. 63654 ALA FRE H DAB: MEDIAN P R ©FIL DIAL TMD MDW(IN6 * E %D• 6 - - >f n DEFDDE GAYS BEfDI'aE AT HIGHGROVE, 200 FEET SOUTH ALONG THE ATCHISON, TOPEKA cP <Q' CHECKED BY: RAR � 7 aLi. OF i -wo-zzs zeao N AND THE A �R R R THE CONCRETE FOUNDATION OF THE FORMERTREET yTF F CAS �`�'. 7 -1 use -11 7/]2/2011 CARLOS IAMANO DATE: FROM STA 21 +00.00 TO 30 +65.81' 1 0 ..j" uo �vt��iu,Eat HIGH(#tOVE RAILWAY STATION RICK D. POTTER, A7E: CITY ENGINEER M d ET/NLP RECOMMENDED BY: SHEEP 10 OF