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Home My WebLink AboutCAMINO DEL NORTE IMPROVEMENTS CIP Z10030 I SHEET INDEX GENERAL NOTES- IMPROVEMENT PLANS 1 TITLE 2-3 TYPICAL CROSS SECTIONS _ 1. Note to Cmtrocors: The existence and location of my underground utility pipes or structures shomm on 4-9 STREET IMPROVEMENT PLANS. PROFILES AND SUPERELEVATION CITY O F LAKE ELSINORE these reds were obtained by o search se mailable records. Approval of these plans by the City of Lake Elsinore does not oconsbtaiitutened a representation as to the accuracy a'fthestness of the location. nor 10 CONSTRUCTION DETAILS the existence or non-esistence of any underground utility, pipe or structure within the limits of the 11-13 TEMPORARY WATER POLLUTION CONTROL PLANS project. The Contractor is required to take al due precautionary meosures for the protection of 14-16 EROSION CONTROL PLANS all utilities. pipes or structures. "ther Sh0wT1 on the plans or not. Any uti l ity(ies) damaged during the performance of the work shall be repaired or replaced to the satisfaction of the governing ogency 17-21 STORM DRAIN PROFILES AND DETAILS PUBLIC WORKS DEPARTMENT 2. All work shal by theshoI I Contractor, at his expense. 22-23 STORM DRAIN DETAILS conform to City Codes, Standard Specifications for Pub is Works (latest Edition). and 24 CONSTRUCTION AREA SIGNS Stallard Drawings of the Canty of Riverside. It is the Contractor's responsibility to be fami I id with these standards and codes at all times. 25-28 TRAFFIC HANDLING-STAGE CONSTRUCTION AREA 29- DETOUR PLANS 3. The Contractor shall notify the City Public Works Inspector. forty-eight (48) hours prior to begiining any work. Cal for inspection at(9511 674-3124. extension 247. between the hours of 9:00 am and 4:00 pm. 34 STRIPING AND SIGN PLANS PROJECT PLANS FOR CONSTRUCTION OF Contrytor°shalI maintain 34 STREET LIGHT PLAN 4. Contractor shal I Imintain traffic control in accordance with Cal Inoue Traffic Manual and Match Manual 35-36 TRAFFFIC SIGNAL PLAN at al l times during construction, as approved by the City Engineer or his representative. Fal lure to do so shall require instructs work stoppage. LEGEND C A M I N O DEL N O R T E IMPROVEMENTS 5. It shall be the Contractor's responsibility to hove a dependable representative at the job site, at all times during construction. w.Y 6. It"I I be the respons i b i I i ty of the Contractor to arrange for the necessary relocation of any uti I i t i es. PAVEMENT AND BASE REMOVAL CITY O F LAKE ELSINORE Contractor shal I notify o1I uti I ity companies involved, at least forty-eight (48)hors prior to beginning work. The Contractor shall also contract Underground Service Alert (U.S.A)at 1-800-422-4133, at least REMOVE SIDEWALK forty-eight (48)hors prior to beginning work. COUNTY OF RIVERSIDE unl 7. The Contractor sho I I be responsible for the clear i ng of the proposed work area. REMOVE CURB AND GUTTER 8. All dergrorld fociIit)es ON laterals inoIudinlq but not limited to sewer, water, toIophone. electriait Y' CITY PROJECT N O . Z 10030 Not and A ainage foci 1 ities. sham l be in place prion to pmimg the Street sect ion. ""' EXISTING STATE R/W AND ACCESS CONTROL 9. Not Used. ------- PROPOSED R/W 10. AI I existing underground uti 11ties and structures must be potholed and elevations verified prior to ------ GRADING LIMITS FILL (F1 (CANYON ESTATES DRIVE -C A M I N O DEL N O R T E ) construct he revTsians�Do ins am'of°'AAStBUILT'plan oF s submitted to necessary vtheoCs to the'ity Engines orb ------------ GRADING LINES CUT (C) ABBREVIATIONS approval prior to the final acceptance of the project. �---�- GRADED SWALE EVMWD ELSINORE VALLEY MUNICIPAL 11. Al I existing marwmentatia disturbed or destroyed during construction shal I be replaced to City WATER DISTRICT standards. as�prmed by the City Engineer. Centerline ties are to be furnished to the City Engineer ------ CENTERLINE OF MULTI-PIPESupon completion of the project ad before acceptance is grated. SCE SOUTHERN CALIFORNIA EDISON '• 12. An Encroachment Permit shall be required for al construction work done within Public Right-of-way. PIPE CULVERT-SINGLE LINE DE DRAINAGE EASEMENT (36' OR LESS) IN DIAMETER Before issuance of said permit. the Contractor must provide the City Engineer with Certificate of ICE TEMPORARY CONSTRUCTION EASEMENT Insuraoe ad required bonding for public improvements. The ecrooctwmnt permit must be present PIPE CULVERT-TWO LINES R/W RIGHT OF WAY at the jab site during the total time of the project construction along with an approved set of Improvements (36" OR GREATER IN DIAMETER) NOS MIDWEST GUARD RAIL SYSTEM peas. CONSTRUCTION NOTES MBGR METAL BEAM GUAR RAIL &PROTECT IN PLACE. ENVIRONMENTAL NOTES &HEADER CUT EXISTING ASPHALT CONCRETE PAVEMENT PER DETAIL SHOWN ON SHEET 2• 1. A pre-construction survey for burrowing owls shall be performed &CONSTRUCT 0.33' HMA-A OVER 0.55' AB (CL 2). ' thirty days prior to grand disturbance. I 2. During construction. a qualified archeologist to monitor &CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). 011 excavation activities. &OVER EXCAVATE 3.00', IMPORT MATERIAL AND CONSTRUCT LAKE ELSINORE 3. Project construction. ad vegetation removal should 0.40' HMA-A OVER 1.30' AB (CL 2) FROM STA 54+90 TO 56+00. q be comp)sted outside of the bird breeding season (February 15 6&CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD NO. 200. Q L t0 September 1). In the event that vegetation removal cannot be r qL conducted outside the bird breeding season, a focused survey &CONSTRUCT SIDEWALK PER CITY STD NO. 210. .9 I jNE will be conducted by a qualified biologist three (3) days prior t0 B&EROSION CONTROL HYDROSEEDING. 7fO RE pR q vegetation removal activities. &g CONSTRUCT HMA DIKE TYPE F PER CALTRANS STD. PLAN A870• T 'rs`S, 'LO `AKESHO O qL G CONSTRUCT DIVEST GUARDRAIL SYSTEM (TYPE 11D LAYOUT). '9,q WITH 31 INCH FLARED TERMINAL END TREATMENT PER CALTRANS STD PLAN A77L1. A77M1. A77N3, A77N4, A77116. AND A77P2. Tp s 11 CONSTRUCT TRIPLE 54' REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. Te C'4 S I/VO qL AND PROFILE SHEET 17 AND DETAIL SHEET 22. m9C Z EXISTING POWER POLE TO BE RELOCTED BY SOUTHERN CALIFORNIA EDISON (SCE) AT SCE'S EXPENSE. @@,EXISTING POWER POLE TO BE RELOCTED BY SOUTHERN CALIFORNIA EDISON (SCE) AT CITY'S EXPENSE. POTTERY ST .y @,CONSTRUCT 18' REINFORCED CONCRETE PIP PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 17 OR 18. S F Z 0-CONSTRUCT 24' REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 17, 18 OR 21. 4 0 TO O 10 qL �' &!��CONSTRUCT 30' REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 18. 19 OR 20. 21. (�` ICEN TER p F � a &CONSTRUCT 36' REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 19. Rq�'F ST R p V E F ST 7 CONSTRUCT 42' REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 21. T'C 15 &CONSTRUCT 8'x4' REINFORCED CONCRETE DOUBLE BOX PER CALTRANS STD PLAN 081. SEE PROFILE ON SHEET 19. &CONSTRUCT TYPE "A" WINGWALL PER CALTRANS STD PLAN D90. SEE DETAIL ON SHEET 22. @,CONSTRUCT TYPE "A' WINGWALL PER CALTRANS STD PLAN 084. SEE DETAIL ON SHEET 22. &CONSTRUCT TYPE 'D" STAIGHT WINGWALL PER CALTRANS STD PLAN D85. SEE DETAIL ON SHEET 22. RAILROAD CANYON ROAD N1( N TAT S � �' 0 TE To &(�CONSTRUCT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. SAN / (((��CnP ,SN a COr� per" &CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89. � J A CEO / I/ I ap`� C PM T \w� &REMOVE AND DISPOSE OF EXISTING 18" CORRUGATED STEEL PIPE AND STEEL FLARE END SECTIONS. c.. 6 &INSTALL 24' CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. &INSTALL 30" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. &INSTALL 36' CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. A �pNYON @,CONSTRUCT CURB INLET PER CITY STD NO. 302A. "W' SHOWN ON PLANS. �8 CONSTRUCT "L" HEADWALL (W=7'-10") PER CALTRANS STD PLAN 089. r� 0\ &CONSTRUCT JUNCTION STRUCTURE 04 PER RIVERSIDE COUNTY STD DWG JS229. &CONSTRUCT ACCESS RAMP (TYPE 1) PER PER CITY STD NO. 214A. a &REMOVE EXISTING PAVEMENT AND BASE. &REMOVE AND DISPOSE OF MBGR. °q}./ NICHOLS RD. PROJECT LOCATION &REMOVE CONCRETE SIDEWALK. CROSS GUTTER. AND CURB AND GUTTER. r @,ADJUST MANHOLE TO GRADE. GF4� &ADJUST WATER VALVE TO GRADE. ® PROJECT AREA NO SCALE NO SCALE &EXISTING WATER WELL TO BE ABANDON BY CONTRACTOR PER EVMWD STD DRAWING W-30• p4' 444. &CONSTRUCT CONCRETE COLLAR PER RIVERSIDE COUNTY STD DWY M803. &CONSTRUCT CROSS GUTTER PER CITY STD NO. 209. t"Qy H am• fP � a &RECONSTRUCT CURB INLET OPENING PER DETAIL SHOWN ON SHEET 23. G'P�,b4- LAKE 40 CONSTRUCT PARKWAY CULVERT TYPE "A' (TYPE 1) PER CITY STD NO. 300A AND DETAIL SHOWN ON SHEET 21. ® 4 ELSINORE RAILROAD CYN. RD. 1&1 REMOVE EXISTING ELSINORE VALLEY WATER DISTRICT (EVMWD) BLOW-OUT AND VALVES. ;P ,z CONSTRUCT 6" BLOW-OUT PER EVMWD STD DWG W-7. ORTEGA HWY. $ 100$ PROGRESS PLANS F 43 CONSTRUCT GUTTER PER CITY STD NO. 209 AND DETAIL SHOWN ON SHEET 22.t 5 ® � / 4 CONSTRUCT CONCRETE PIPE INLET (TYPE GCP) WITH FRAME AND GRATE (TYPE 36R) PER CALTRANS STD PLAN D75B AND D77B. ,�• D I R T CONSTRUCT 0.33' CONCRETE DRAINAGE INLET APRON PER DETAIL SHOWN ON SHEET 23. OEOTECNN/CAL DES/ON SUSTAINAiLE C/VIL KW� &CONSTRUCT CONCRETE BACKFILL PER DETAIL SHOWN ON SHEET 23. RUM CYN. RD. INFONNATION ENOINEENINO SOLUTIONS Q p 4 Q0 GROUP DELTA CONSULTANTS.INC E 17777 PAIN STREET. SUITE G2 No. C63390 7-NOT USED. A BASIS OF BEARINGS, 322 MAUCHLY. SUITE 8 IRVIW. CA 92614 * Exp 8 T I ONSTRUCT HMA OVERSIDE DRAIN PER CALTRANS STD PLAN D87D. `� IRVINE. CA 91618 (949)221-6669 maln CIL A F INDEX MAP THE BEARING AND DISTANCES ARE BASED ON J> jy1L 1-800-227-2600 THE CALIFORNIA SYSTEM OF 1983. ZONE 6. lE OF CAU� 2 Waking Days Howe You Dig 11v..plan nay.b..n r.vl...A far BENCH MARK caldltiar bf a.v.lpp.waf aWor CITY OF LAKE EL8INORE °�°""°Mo. D-land by Dram by Cn. "by cape axe V M tn.gWopr T* �Ing RiC FR iR Roll In p....w.r.Ilan.mpra[I..1.IY City axe St.t. law. axe a p. 0t SUSTAINABLE CIVIL E"'""r'm0 "° b"..0 d TITLE SHEET PLANS PREPARED ImeIER SUPER p.H'M Stafia.2.Nt.fS Eftl Mlnp C.M.rI In♦irahlln Str..f ENGINEERING SOLUTIONS ' Ap°r�� CAMINO DEL NORTE R.f.r.rw.Plan fpr Traff ie BRAD FACR . Oat* FERRII/JtY O1.201e R.C.E. NO. C6339a iM...ImprbY..Rnt. Dort. a REVISIONS Non S-U.App'a L[T1'EMG VEER SH pf CONSTRUCTION NOTES 2allEADER CUT EXISTING ASPHALT CONCRETE PAVEMENT PER DETAIL SHOWN ON SHEET 2. 3&CONSTRUCT 0.33' HMA-A OVER 0.55' AB (CL 2). PROPOSED PROPOSED q�CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). R/W R/W 39' MIN 39' MIN 6&CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD NO. 200. TCE I TCE 7�CONSTRUCT SIDEWALK PER CITY STD NO. 210. VAR. VARIES 30' TO 37' VARIES 30' TO 37' VAR. 8�EROSION CONTROL HYDROSEEDING. 15' 10' 8' 12' VARIES VARIES 12' 8' 10' 155 MIN HL 0' TO 7'10' TO 7' SHLD MIN I I �<4•T OR i OR �� TFq 5% 2% OR 4% SUP I PG �— -2% OR -47. SUP 57 8 % OR 8 Z+��SFR 2,� 8 g F<qTT R LIMIT OF COLD PLANE EXISTING CAMINO DEL NORTE � HMA PAVEMENT STA 10+90 TO STA 20+60 0.02' CONFORM DESIGN SPEED (MINIMUM) = 30 MPH TI = 8.0 0.10' HMA-A 0.10' HMA-A PROPOSED PROPOSED EXIST PAVEMENT R/W R/W PAVEMENT CONFORM 39' MIN ' 39' MIN N.T.S. TCE j TCE VAR. VARIES 34' TO 37' I VARIES 34' TO 37' VAR. 15' 10' VAR 24' TO 27' VAR 24' TO 27' 10 15' MIN i MIN I F<ATTFR 27- r27 i PG 27 - �27 8 8 OR Fir E�P��EP W� 6 6 W7 6' <4TTFR 7,�- 7 CANYON ESTATES DRIVE - � 3 STA 6+00.00 TO STA 9+12.25 DESIGN SPEED (MINIMUM) = 30 MPH TI = 7.0 EXISTING EXISTING TCE R/W R/W VAR. 43' I 34' 11' 10' 22' j 22' 12' I I 7A,kq - I 2f� FCATTFR 2% 2% PG 27 �2% 8 �— ------------��F= -------- O� --------------� 7 w� 6 CANYON ESTATE DRIVE SUSTAINABLE CIVIL �� Esr�$�,� D I RT ENSINEERINO SOLUTIONS < I f� 3 17777 M11N STREET. SUf TE C2 No. C63390 STA 5+50.00 TO STA 6+00.00 * 9i3oi1e + fRYINE. CA 92611 ENP ill DESIGN SPEED (MINIMUM) = 30 MPH I949)221-8669—M p'l iYl 1�� 1-800 u7--2600 TI = 7.0 P OF CAU� 2 Ilorkinp 8.fars YOU Diq the iMw Oloro IWv. e a r.yl.wE wRpl7orNx•Im oypraprlate DM I9r by Drams by Cn.ak.a by BENCH MARK Carly'w s of C.V.I op.Mlt-w- or Inp No SUSTAINABLE CIVIL "s` FR f6 N°I1 In Pa-I...I,.I,.�1I y `by, µ' I°.`. �°°°kRl' CITY OF LAKE EL8INORE O.N'M Sf ,_-1..J ErlNin. Ergin.rin0 TYPICAL CROSS SECTIONS PLANS PIIEPARED UNDER SUPE/Ry� OF 1 CN°.rl Itr fraRl In 51r.N ENGINEERING SOLUTIONS ATEFEN ESKANDAo.I //_ 1�I_Jw�^ EI«e.I".1N'•°' Aaorov.a R.f--PIOry Ear sOCI.:NTS TCa"IC M EI1f.INEER CANYON ESTATES DRIVE-CAMINO DEL NORTE Daf. FESMIMIV Dt.201■ p.C.E. N0. C6]390 m...IRpray.sRnt. Daf. ! REVISIONS App'a PROPOSED PROPOSED CONSTRUCTION NOTES R/W R/W 49' TO 45'•R ! 45' MIN 3&CONSTRUCT 0.33' HMA-A OVER 0.55' AB (CL 2). O9 -CONSTRUCT HMA DIKE TYPE F PER CALTRANS STD. PLAN A87B. I 4a-CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). TCE TCE OVER EXCAVATE 3.00', IMPORT MATERIAL AND CONSTRUCT 5 I 0.40' HMA-A OVER 1.30' AB (CL 2) FROM STA 54+90 TO 56+00. VAR. 30' j 30' VAR. CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD NO. 200. I 15' 10' 84 12' 12' 8' 10' 1 MIN IN 7D-CONSTRUCT SIDEWALK PER CITY STD NO. 210. j I 8&EROSION CONTROL HYDROSEEDING. _ I __ PROPOSED rL TAW- I � R/W 2•/ i OR 40' AND VARIES ! 40' AND VARIES R/W �CgTTFR �- Zy j PG 2y 5% F�P�A TCE -~ I 8 OAR c2•/ 8 VAR 15' 5' VAR 20' TO 26' ! VAR 20' TO 26' 5' 5' MIN C4TTF� MIN i 7 - 8 4 5 8 STW VARIES A 50+09.7FTOMSTA 56+03.1 CAMINO DEL NORTE 7 F<q•T OR I PG STA 28+57 TO STA 52+62 TFR y _ 2% 2_%.r 1.5% F�P STA 56+23.5 TO STA 59+12.4 - SHOULDER VARIES 4' TO 12' g O� 8 DESIGN SPEED (MINIMUM) = 50 MPH FOTI 8.0P 9 9 F447 OR PROPOSED STA 22+22.82 TO STA 22+22.82 TO FR R/W PROPOSED 7 - STA 25+24.02 3 F R A N K LI N S TREE T STA 25+32.45 � R/W STA 22+22.82 TO STA 25+24.02 39' OR 49' ! 39' OR 45' STA 26+99.26 TO STA 28+62.55 DESIGN SPEED (MINIMUN) = 30 MPH I i TI = 7.0 TCE j R/W R/W TCE 34' AND VARIES ! 34' AND VARIES VAR. VARIES 30' TO 49' i VARIES 30' TO 37' VAR. j VAR 10' 20' I 16' TO 20' S' 15' 15' 10' 8' VARIES 12' VARIES ! VARIES 12' 8' 10' I MIN MIN SHLD 0' TO 12' 0' TO T i 0' TO 7' SHLD I I j I j 7Ak�\ 8 I I R F/q•�T�� - r2y j PG 2X 5-�% P`�LP ,\ O 2r 27 I PG 2-1 t x 8 8 7 - ��P�Z Wes' 6 9 F q•T OR 0 CAMINO DEL NORTE 8 F44TTFR 7 CANYON VIEW DRIVE 7 - 8 4 3 STA 7+92.61 TO STA 9+26.56 STA 20+60 TO STA 28+57 DESIGN SPEED (MINIMUM) = 30 MPH DESIGN SPEED (MINIMUM) = 30- 50 MPH TI = 7.0 TI = 8.0 fL PROPOSED PROPOSED R/W R/W R/W R/W 30' AND VARIES 30' AND VARIES 39' MIN I 39' MIN TCE I VAR 10' 20' I 20' 5' VAR TCE I i VAR. VARIES 32' TO 39' I VARIES 32' TO 39' VAR. i 15' 12' 8' 12' VARIES ! VARIES 1 12' 8' 12' 15' j MIN -SHLIT 0' TO T'j 0' TOP SHLD MIN 8 j 2� f2y I PG 2% 1 27 8 2. F<q OR t __ __ �P F,q F 6 6 57. :-21%' OR 4X SUP PG 7 7 SAGECREST DRIVEWes' OR -4% SUp 57 Wes' 3 STA 9+04.71 TO STA 9+g2.42 8ODESIGN SPEED (MINIMUM) = 30 MPH TI = 7.0 8 FR CAMINO DEL NORTE ES DI R T STA 17+75 TO STA 18+50 12 FEET AND HIGHER EMBANKMENT AREAS STA 45+50 TO STA 46+25 Y STA 30+00 TO STA 30+75 DESIGN SPEED (MINIMUM) = 30 MPH SI/dTA/NAfLE C/Y/L Q p STA 42+25 TO STA 46+75 TI = 8.0 ENGINEERING SOLUTIONS NO C63390 .. STA 53+50 TO STA 54+25 IRVINE, CA 92614 f ExD-9/30/18 + MLuME 1949)221-0669 win ',./ IVI •►�' 1-800-227-2600 if OF CAU 2 9arking Days DHQ.You Dig TMw I.A. Nar.he rwl.wt f candiflons of d fn.aDDrapr W DN IQI.a by Dra,n by CMdc.•by BENCH MARK CgWiand S 4f aw. and ana/ar SUSTAINABLE CIVIL °�° FR Clty and S" .a... and a D.r.lf CITY OF LAKE ELSINORE °'°""°No. PLANE PREPARED TINDER SIIPE/Ry)j�()I PE Mall In Pav,�1.♦Iu apprallOMIY clay W Is.iNa. ENGINEERING SOLUTIONS ATEFEN E6KUDARI / /� � /� a.N'M J 413.2iN1.fJ Exl M lna Enaln..rina a.,rrl I-F-I in Jtr..f TYPICAL CROSS SECTIONS El-111J.aJ Appray.a Oat. EERY a M.x . R.G.E. Na. C6JJ90 ",; �;,I,.,„„s RIIAR Da1. , REVISIONS ADP', Saal.: NT5 Traff'a CI7Y ENDINEER CANYON ESTATES DRIVE-CAMINO DEL NORTE Sh 3 a 36 co (EXISTING) c R--500' LT 1 M N DEL NORTE - 26+1$.21 CL FRANKLIN STREET W m +o +87. - +4% - N In LT ETW d ES +4% -±4,%:C. 0 O + _ __ __ _ ___ ______ _____ _ __ AXIS_aF ROTATION-CL + 07. LT d RT ETW d ES -2X--------��-.--'-'�'- ---•------ LT d RI ETW d ES -2X--------------------------- ----------------------------------- 5 --------------- ----------------- - -- - - ------- - -0g --> ® -4% - +13 +90 +00 _ - RT ETW d ES -4% =4%.4J: 3 -8y - G' +OS tf1 --�;<•.3 N ♦• +1 •1411.5 T.C. N E 1 2.0 T.C. H. . TOP.(IF.CURB.IT.CI °'•`'' CANY01.N ESTATES DR/CAMINO DEL NORTE - SUPERI:LEVATION DIAGRAM N5/, - . 0 y� - _ SCALE: HORIZONTAL 1'= 40' i W, - .. VERTICAL 1"- 8% w fy (� J > b `• fT 1 N- Q^ N p� C - tw o o o w � ° 0 3 0� oW y �'- }4g6 0 �,of }VV...s�O�• ' Oo ' +• � , „+>J 0 �w_ Nf' V) 1 +00.00 CL CA NY N DRIVE a OW A TO® } fR L = _ _ FINISH SURFACE (FS) O > o> _ O N ' V - 1430 . pcp o z 1400 - o>z J +w /f 3/ i• >Z w /// \\ / / Q'- 1420 ' - LOCA7 14.32 � T R NO. S M- Eq.R 1390 - x D. w �6 6oP 18" RCP � - 1�4tO �'�'----T_T-1 i•� CANYON ESTATES DR/CAMINO DEL NORTE - PROFILE I / ORIGINAL GROUND (OG) SCALE: HORIZONTAL 1"=40' TOP OF_CURB (T.C) ,1.�,1w VERTICAL 1'= 10' p 1 + HORIZ 1'-40' IDENTICAL POINTS �J" 0"'R VERT 1'-10' +00 L +00 D 10+00 11+00 12+00 13+00 14+00 15+00 ABBREVIATIONS I l l l l l l l l l I I I I I I I I - CONSTRUCTION NOTES EXISTING STATE R/W AND CURVE DATA TABLE CANYON ESTATES DRIVE AND SAGEC EST DR EVMWD ELSINORE VALLEY MUNICIPAL 1D-PROTECT IN PLACE. WATER DISTRICT PAVEMENT AND BASE REMOVAL ACCESS CONTROL NO. R Q T L vv _HEADER CUT EXISTING ASPHALT CONCRETE SCE SOUTHERN CALIFORNIA EDISON ------- PROPOSED R/W PAVEMENT PER DETAIL SHOWN ON SHEET 2. DE DRAINAGE EASEMENT -------- GRADING LIMITS FILL IF) A 400.00' 14°56'57" 52.48' 104.37' 3 CONSTRUCT 0.33' HMA-A OVER 0.55' AB (CL 2). 7 " REMOVE SIDEWALK EXISTING RCP O TCE TEMPORARY CONSTRUCTION EASEMENT --------------- GRADING LINES CUT (C) B 500.00' 05°.17'25" 23.10' 46.17' (D-CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). o v R/W RIGHT OF WAY --�- GRADED SWALE C 460.00' 46°27'11" 206.00' 389.17' 6 CONSTRUCT TYPE 6 CURB AND GUTTER O P/L PROPERTY LINE REMOVE CURB AND GUTTER �-+ DIRECTION OF FLOW PER CITY STD No. zoo. `� '� D 500.00' 65°36'S0" 322.31' 572.59' o-CONSTRUCT SIDEWALK PER CITY STD NO. 210. a� C h '� MGS MIDWEST GUARD RAIL SYSTEM EVMWD (16" PVC 1 E 500.00' 81°20'47" 429.66' 709.88' e-EROSION CONTROL HYDROSEEDING. \ �irQp MBGR METAL BEAM GUARD RAIL 13+34.99 (2)--CONSTRUCT HMA DIKE TYPE F PER 5+74.30 CL CANYON ESTATES DRIVE EC 3 , 1 L AM N L N ' + SpOpOS CALTRANS STD. PLAN A87B. 1 +00.00 CL AGECREST DRIVE _ \ 13 \ SIQRM END PAV N A R 8 _______ONSTRUCT TRIPLE 54" REINFORCED CONCRETE PIPE +97.37CLCANYDR 1A 1 + 0 -PER CALTRANS STD PLAN A62D. AND PROFILE SHEET 17 �.F. ti 1 SKEW 2.6272° LTAND DETAIL SHEET 22. "Y�/ \ + ` �1p f 30" RCP EXISTING POWER POLE TO BE RELOCATED BY SOUTHERN M A N N ar U 25 CALIFORNIA EDISON (SCE) AT SCE'S EXPENSE. 2 `. 8 A + .53 �/ / IO i 1- DE _E_D R/W [�-CONSTRUCT 18" REINFORCED CONCRETE PIPE PER CALTRANS 24" RCP 9 / a 1 � + STD PLAN A62D. SEE PROFILE ON SHEET 17. �'I S�` CURB INLET FL=1411.07 1� 1 21 E /' 4�/ - -��--�-- �[n 4 CONSTRUCT 24" RCP PER CALTRANS STD PLAN A62D. S 5 BEGIN PAV MEN TAPER o- T \4 STORM DRAIN N . 'o - - SEE PROFILE ON SHEET 17, 18. OR 21. T o-5 CONSTRUCT 30" RCP PER CALTRANS TO PLAN A62D. 9 S + 31 O ' 12+91.98 - /�� - oN �_ �SEE PROFILE ON SHEET 18. 19. 20. OR 21. s KEW 9.9174° LT r 1 Cl CAMINO DEL NORTE EC , L'7 CONSTRUCT HEADWALL (TYPE A") PER CALTRANS STD PLAN D90. �n ` 54" R P 0 9 - SEE DETAIL ON SHEET 22. 7 6 3 1 O ' �� =1 T TA + B R G `fl- ZN 2�1 -CONSTRUCT ROCK SLOPE PROTECTION (RSP) $TA 9 9. 3 \ \ D 14 r 1 26+12.21 CL FRA LIN ST = 15 JW PER DETAIL SHOWN ON SHEET 23. 27 30 33\ \ `�`\``\\� jCE I '_0 �CEMOVEUCT AND DIDWALL SPOSE PER OF 18"TRANS STD PLAN D89.CORRUGATED STEEL FL 1391.41 14 1 7 jl PRppOsfD l W(n , I 10+33 00. T C11 CAP 0 DEL NORT// A �_ a-'ri`` Q SCALE: 1"= 40' PIPE AND STEEL FLARED END SECTIONS. W-18'. V� 34 C m I� a N L N E / ^' INSTALL 30" CONCRETE FLARED END SECTION \ 33 OP OF GRATE INLET / PER CALTRANS STD.PLAN D94A. EXISTING PAVEMENT Y / v �[ F ELEV-1411.35 CONSTRUCT CURB INLET PER CITY STD NO. 302A. \ `� in I 5 //QR% 15 ��-/// •yd W SHOWN ON PLAN. \ 19A z 44 9 CONSTRUCT JUNCTION STRUCTURE #4 PER RIV Co STD DWG JS229. STORM DRAIN NO.1 29 ~ z CONSTRUCT ACCESS RAMP (TYPE 1) PER CITY STD 214 I r \\\ (9 / 0 Y 6 &REMOVE EXISTING PAVEMENT AND BASE. SKEW 90° B 0 0 \\ 11 ) 13 /z - NO Q �EMOVE CONCRETE SIDEWALK. CROSS GUTTER. AND CURB AND GUTTER. �\\ � 1 O A I �� 8 4 ADJUST MANHOLE TO GRADE. 31 3 GIs 23 LL ///1 3 N \ 22 @-ADJUST WATER VALVE TO GRADE. 276385?�'47 /959309'1 3"W33 \ \\ \ 6 12 � / `\\ / /// 31 CONSTRUCT CONCRETE COLLARX-T.RM \\\\ - PER RIVERSIDE COUNTY STD DWY M803. DRAIN N0.1 �� 12 IV / 9 RECONSTRUCT CURB INLET OPENING PER DETAIL \\\ 1 1 �/ AA'4� �� CURB INLET Ff \\ 33 7 of 13 TA 26+60.5 �� B6° SHOWN ON SHEET 23. A FL 1392.68 27 1 / \ '� SKEW 45.25 T / �G W=18'. vim' cdc s� \\\\\ 8 \ d 18" cSP ��c- IGE 43.0 CONSTRUCT PARKWAY CULVERT TYPE "A" (TYPE I) w __Yam- ------ �1 PER CITY STD N0. 300A AND DETAIL SHOWN ON SHEET 22. Q. 'p �\\ r _ ----- 4 '( o-REMOVE EXISTING ELSINORE VALLEY MUNICIPAL Gj $ 8. 4 CL SAG R T DRIVE �\\ F\ WATER DISTRICT (EVMWD) BLOW-OUT AND VALVES. \\ 41 19A� F 0 / �� 6 STORM A N / p RT CONSTRUCT GUTTER PER CITY STD NO. 209 + 31 , SEE SHEET 10 A 10+ 0.04 \ SK W 2.6272° RT/ / dl/iTA/NAILE C/Y/L � 4y AND DETAIL SHOWN ON SHEET 22. 7+ 7. fI FOR DETAILS c Q y (R-CONSTRUCT CONCRETE PIPE INLET (TYPE GCP) WIT 31 7 ,`G 18 RCP ' ENO/NElR/NO ------OHS I C63390 FRAME AND GRATE (TYPE 36R) PER CALTRANS STD PLAN D75B AND D77B. \ - 1 \ I . } 17777 WIN STREET. SUITE G2 Q9 CONSTRUCT 0.33' CONCRETE DRAINAGE INLET APRON PER DETAIL SHOWN ON SHEET 23. EVMWO (SEWER) 1 - P \ r 44 + IRVIW, CA 92614 t :> 9/30/18 • Ml lu FIE \ _ CL FRANKIN STREET/EV 1 9191 221 8669 main Jj �� 1-800-227-2600 B CONSTRUCT HMA OVERSIDE DRAIN PER CALTRANS STD PLAN D87D. CITY(72" RCP)1 \\ � \\\ 1 TOP OF GRATE INLk - � �tP PVC U�� 2 inp Days Before YOU Dig 5 ELEV=1414.10 Tnew Dlalo nave e«n revleeed f oo.ollowe vIth it.appropriate Dee l plod DY Dram.by C-"DY cl alone W developmena aIW/or SUSTAINABLE CIVIL asc FR AE BENCH MARK Drmin9 No. DI1Y am Srat. Iaee. and a,.rmia CITY OF LAKE ELSINORE P6 Nall in p I- .f.♦IUAII.appra lAVMIY Enalne IN eby M Ienled. PLANS PREPARED UNDER SUPS DF a...•e.slF. 11e«1.e3 Ealeelnp STREET IMPROVEMENT PLANS CeMerl In•iraetl In 51rM ENGINEERING SOLUTIONS ATEFEII ESI[AlIDARI R•i -Plato for Elevaelon 1M3.W Traffic Aoorowe A LL• I ��C Daft FEINIUAa�R.C.E. NO. C63390 "memo IeproreAelMe Date 8 REVISIONS App'd Soolet 1'NO' CITY ENGINEER CANYON ESTATES DR SI. V R=300' LT 36+T3.2 C RA KLIN S ( U 1 ) R-500' RT a +IX LT ETW d ES +4X o a RT ET E +4X w +4%_ x _ ---------------------------------AXIS OF ROTATION CL ------- ------------------L_150j----�- -----------L=150'--------------------------------- ------------- w OX.0' OX ---- --- - - IS_(F�2 SAT I01� C�----------- ---- - _ w a 460 g -4X RT ETW d ES -4X LT ETW E -4X 4,47 LT d RT ETW dIES -2X -�7X 1, _ +10 +10 +42 1 - (DI 6X CAMINO "L NORTE - SUPIERELEVATION DIAGRAM 0.16 C C M NO O L Of4TE 6}1 w - - 3,2T CL F ANKLIN SS ( U ,,. SCALE:. HORIZONTAL 1"= 40' ELEV 1448.23 w _ VERTICAL 1"= 8% 1450-h 14$0�_-. -�i� �.� lid N --- > U40� v o o n .>_P. _ �_�--" \`\ '�li� - r` 1.440F.�_ W t� m a Q © (may .w �. ,,��/ iW ry > M O t0 O O Q a ry O p O P b O O P F$ 3.t1arv'.. \ ----� m a ` a ' ry O 1430- rN oa gµ ov gT o ? � > � w + w . tw. © C > N aD J m J op J / > (O1 > + W + W + W J W W s W W ' OG r14� W T w w J W / w W W W / / T A 1420� I. BO"/. ---._��- // 2-8'X4' RCBII. .. . 200' VC \\ // - 1-420 DS=70 MPH SSO=765' a N �11\ ,��'� CAK NO DEL NORTE -� PROFILE 6" E M AT R v ' - SCALE: HORIZONTAL 1'� 40' VERTICAL 1"= 10' - LOCATION) > S R RAIN N . W w 30" RZg HORIZ 1'-40 VERT I'-10' / m 21 T STORI DRAIN N0.7 25+00 26+00 _ C SKFW 32.7837° LT CAMINO DEL NORTE 25 0' RCP 8 E NO. R A T L STA 00 . NZ �� 6 1 w --\� \ BEGIN PAVEMEN+ TAPER O 500.00' 81'20'47" 429.66' 709.88' IN 36 �r ¢ Z a o 17 0 FO 500.00' 61'31'18" 297.60' 5316.88' 0 16 18 �� a C 26+12. 9 CL CAMINO DEL NORTE EC 39.00 LT STA 26+89.16 �� p _��__r 12A SCE 15 26+1 0. 16 CAM I NO DEL NORT 2� CL CAMINO PROPOSE[) n� i� - -- ---♦--- -_�_�\ lg C ��. TCF + I \\ S \\ R/W o 1 EVMWD ° TCE N05'24'02"W 30.35 R--200' \\\\\ G� �\\ \\ / fl\ �p �T �p0 A=15'1 2'45 \ \\ C Z\\ \ CE SCALE: 1"= 40 DE y F �S T=26.71 4-\ 22 8 r �FO 4 8 L--53.10 \ J`\ \ 8 Lp RT TAM N+ A R` -� F \ 20+4q.87 CL [AMIN Q� � ``` 20 O DEL NORTE EC CONSTRUCTION NOTES , �'�`� to-PROTECT IN PLACE. \ 20+75.21 CL CAMINO £L NORTE BC o 4o-CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). \ .`� 22 N - '�' So-EROSION CONTROL HYDROSEEDING. \ \� h 26 EXISTING POWER POLE TO BE RELOCATED BY SOUTHERN ` N 18 CALIFORNIA EDISON (SCE) AT SCE'S EXPENSE. \ 23 /ice o-CONSTRUCT 30" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. ` \ P�70p� 24 a SEE PROFILE ON SHEET 18, 19, 20, OR 21. CONSTRUCT 8'x4' REINFORCED CONCRETE DOUBLE BOX PER CALTRANS STD PLAN D80. 20' LT/RT STA 22+40.0`\ 00�Ri��_ - 4 g SEE PROFILE ON SHEET 19. `� - DE CONSTRUCT TYPE "A" WINGWALL PER CALTRANS STD PLAN D84. TAPER ------ ------- --- ---- SEE DETAIL ON SHEET 22. \ TCE p� C F � 19B v CONSTRUCT TONES"D" 22. STRAIGHT WINGWALL PER CALTRANS STD PLAN D85. 8 / 27 CONSTRUCT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. TORM DRAIN NO. ESQ 0I RT CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89. + SUSTAINABLE CIVIL \� SKEW 13.6271' LT ENBINEENINO SOLUTIONS INSTALL 30" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. Q / 2-8' X 4' RC B E C63390 / 17777 At11N STREET. SUITE C2 \ /1�REMOVE EXISTING PAVEMENT AND BASE. IRVIIE. CA 92614 Ekp.9/30/18 Il 1u RE 1 949)221-8669 mIn �'T IVIL �� 1-800-227-2600 i@---EXISTING WATER WELL TO BE ABANDON BY CONTRACTOR PER EVMWD STD DRAWING W-30 F� c��R 2 VorkinD Dap Were You Dig Th.N DIaNt have E..n rw l.wE f ooRpl lanes with the qw prlat. D. Wwd DY Dr-DY Ch.akW DY bond+1a of de-lopow. aWw BENCH MARK CItY aW S+at. 1- am a p.rpit CITY OF LAKE ELSINORE ""°No. SUSTAINABLE CIVIL RSC FR P.Moil in pm.�M.+BUN.aN>ai.v-lY Egirrrlq my e. ien.a. PLUIS PREPARED UNDER SUPS DF a...•Rt SlF-x S"' E•i..in, STREET IMPROVEMENT PLANTS ENGINEERING SOLUTIONS ATEFEN ESKANDARI �M""•f" ""3}"�9e�_ I �- R.f.r�.Pla.fa Elwaflar 1U3.W Traffla AoorovwBRAD A C CANYON VIEW ESTATES - CAMINO DEL NORTE j[ DM. FlUIRMR�Rr`C.E. NO. C633" th.w i.pro-t. Dat. B REVISIONS A�•O SOal.t 1' I. CITY ENGINEER Sh 5 ef36 m R=1000' LT I4! -i$1L lc +4X xT em a'a ♦ °> OX - - -----'--------------'----------------- ------.---��—.-----�-�--------'---------------AXIS OF ROTATION CL _--------------- -- ---------------------------------------------------- —-—- ------------------------_—_— e% ,5 o --4X In LT d RT ETW 8 ES -2X+57 LT d RT ETW 3 ES -2X n t � � m N N O a a CAMINO DEL NORTE - SUPERELEVATION DIAGRAM N v 9480— O - SCALE: HORIZONTAL 1'-40' 1.1gA z _ O W VERTICAL 1'= 8% _ } p J M W 'F3 U I t F m 1470— W 600' VC M � ��> . - OS=60 4APH FS SSD=447' - v 4 > 1460— W — Wr-U M O ul j ap U O f P 00 H M U M P UN\ U Oe 4 UO✓ J U.n P Qom .-• I+1 pP A10 O W OtO UI (L 0_� d 0_M W N •�\ // ! F M O f >T tp O M p_. — �• . d N LLR M OYO�__M M M M PS O� O tD O 101- 1450— O w O_ ul a p 9- $ N p Ip O O yp O.0 O tD O 4 O 4 O 4 O P O f — _ g O a M C ON) O~ Ol/f IN. OQ O� . 44. �Of PQ OP O • OP f P OP_ O.Y P O Ift> O' �' Of h7 C0> T OG O �e11 I(t f- �(f O 00 OQ P �Y O.- O' io' Y7 O> h> •> N> •> •�> Q> }W +W +W W +W +W PJ NJ4 0 g + W + T Y! 4 J 36" RCPW p W N J N J N J M J J J J M W M W A W I( 0O > OW > W O W p+ I+l 'F W .-J J M W M W W M W M W M W M W M W + aD J W tN W N W N W M W M M W - OR I . T1 al M . N W CAMINO DEL NORTE PROFILE loft 1A:p +8 _, 8 SCALEc HORIZONTAL 1"x 40' 36" R P HOR I Z I e-40 0 R P - V4VIrERTICAL 1'= 10' - VERT I'=10' i i i CURVE DATA TABLE - CAMINO DEL NORTE IrCf o 90' BAY TAPER NO. R Q T L PC BEGIN 90' BAY TAP G 0 1000.00' ST 23°17'48" 206.15' 406.60' 4r Q-lip 1000.00' 44°1 7'23" 406.97' 773.00' 121n `O M DE 21 STA 30-30.00 25 �I a ti 28 N ` �� 8 I SCALE: 1"= 40' Q 66as � 4 \� S 31+30.28 CL CAMINO DEL NORTE BC STORM DRAIN NO.11 cl SIB, 15 \ \ I SK W 48.1746 36' ° RT I � 35+36.88 CL CAMINO DEL NOR EC Fr RCP 38+15.73 CL CAMINO DEL NORTE BC DE G 21 8 26 21 1 T RM A N 0.` `\ `\��,� TCE DE ---- F TCE \� SA + 2. 8 3' 'i��___ T a 30EWRCP0753° RT '��\\ —__—� \ �� PROPOSED R/W - — - 16 m I 22 �� _--- ----- �// — -- ------ 26 gam, 32 o 16 CAMINO DEL NO NW 33 N8 2„W 278.85 3 39 b z`� _ 9°46 �` 37 J W CONSTRUCTION NOTES --_ 34 35 36 -- TCE in N Ir _`, ��-_�, _ TCE ---- -- -- Q ------ --- CONSTRUCT 0.42' HMA-A OVER 0.55 AB (CL 2). 1 I - --�__� --------------- — EROSION CONTROL HYDROSEEDING. a \ PROPOSED R%W-------- 22 8 CONSTRUCT 30" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. I 8 22 J� 4 SEE PROFILE ON SHEET 18. 19. 20. OR 21. "1 16 CONSTRUCT 36" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. I I I SEE PROFILE ON SHEET 19. I I ST M DRAIN N0.1 21 CONSTRUCT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. I I SKEW 7.0668° LT I aW� DI RT I4 II 36" RCP dl/dTA/NAILS CIVIL o9�c 22 CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89. 1 ENO/NEER/N® SOLUTIONS I I f7777 WIN STREET. SUITE C2 *No. C63390 25 INSTALL 30" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. 1 IRVINE• CA 926f4 Exp 9/30/18 CAL IuFIE I I (949)221 e669 main fl IV% i\r 1-800-227-2600 26 INSTALL 36" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. I I OFc0) 2 Ming Days Befare Tau Dig T1ree plane Ith Dw1 Wrlat f cad Ia—with tM appropriate Des lalxl0 DY DraFR DY C/NdcW DY city6 iaM 0f aewlapll w aVor por.i SUSTAINABLE CIVIL asc FR AE BENCH NARK Drawing No• Llty ana state lae.. aTx a permit CITY OF LAKE EL8INORE R N°II I pw�If.flan.Eeprun�t°IY E.gineerinq mpy M Iwleo. rwANs PREPARED UNDER supE rs O.N'M SMlen 2s.$t ExlNlep STREET IMPROVEMENT PLANS Cwlt9rl—1.13. In 51r99f ENGINEERING SOLUTIONS ATEFEN ESKANDARI ��/_Jw RNere we plme far ""°"'"""'°' Ap°r CAMINO DEL NORTE [ Date FEMILIIY 01,201e R.C.E. N0. L6]390 flleee Illprwwlts D— a REVISIONS App•a Scale. 1'-iD' Traffic CITY ENa1NEER SII 6 oi3v R=1000' RT R=1000' LT w n N AXIS OF ROTATION CL m m o -4%— LT d RT ETW d ES -2% m — -4X m m H M F m NU) >m CAMINO DEL NORTE • SUPERELEVATION DIAGRAM N — -8% _ w =m a a > -� o u'"i SCALE: HORIZONTAL 1'=40' w -� - - VERTICAL 1"=8% 1460 > c _1460,. I� -1.000 �' �� /\ w W - _ - FS F ou'-i p of oI'n \ a - F ? _ JO S ov o0o a� �� a� c°D.I um \ ov /� \ 800 YC J >> r ' � w 'a'> III[[[}> '^> oa oo� oc aQ o>. °A �s. �� 0560 IPH W 14 4 O- M a W Q O J +w p> „� O. .. O' O Q\ N J / 1111 a U O O t 0 — W 1440 a w -l~ly' a W + I f 1 J +w pO> ..1 \ / O^ Q..• O o M tr W a W J f W + > `-' �bj m O' U M .i'�' ` \ W N J N } O O{ b� Oa a0 0_ Ot- UM "WWG a Q a W W +> O> \ti ' 4 OO F> 1 N/ P\U U tD U Olt .- / i 1430— aW vW J- I w >1 o YW O O`^ O< - • LLa UON /O9 �\ OP. °o a .. p q U N —1430 . w aW\\QJ /i> N> O \ Q �< Oa Q OM tl of � �N r• _ \\ O> Q 0 W J\\+w o> 11> a Q O Q M d a > N \ OSTORM BRA]tj NO. J W + 3I0" R t 3 " RCP .SIORM 1P4N v / aw \aw w J w /�> +µ>µI o' .- .- o CAMINO DEL NORTE - PROFILE\ / a w a w V J J SCALE: HORIZONTAL 1"= 40' \ / S R�4 +6 50 1> N0. i4 c w T R VERTICAL 1'-1'* 10' - \ 5 8 11 61 \`^ HORIZ I'-40 i 30" RCP 42" RCP VERT I'-10' 40+00 41+00 421700 4 4 0 CURVE DATA TABLE 15 21 \ STATE R/W CAMINO DEL NORTE SCE 1 TORM DRAIN N0.1 25 ST M +R th .1 N0. R Q T L SKF�W 39.5600' RT \ SK W 14.8158' RT \DE OH 1000.00' 44'17'23" 406.97' 773.00' 0' RCP F 30 RCP \ 21 BILLBOARD & 3SIGN \ / DE OI 1000.00' 27*03'Of 240.54' 472.12' // 21 8 _ --F //PROPS ------- ----tRwPOS 25 E-O \ \ 25 CAMINO DEL NORTE 15_�- \ mr o 0 0 41 42 1 43 44 STORM DRAIN N0.15 LAM 4 - ---�-- — "' - \ SKEW 34.3400' RT DE I CAo �� - - —F_�---- ---------- \\\ 4S 15--\\ c� 4 42" RCP 21 0,LA ,/� u �p SED�W,- H PROPp-SEA�T - -\ - PR O 8 22 �- -�- + ---------------------' F C -�-- o \ \� 16 ____-- ----- - —PROPOSE / F _TCE SCALE. 1 = 40 TICE \ \22 ~-- - --- = =��Cf--- 4 \\ice\ HE InCD \ 4 v'-)w = CONSTRUCTION NOTES \\ \ \\ __�- ~_`�- LA q8 N zw 1�PROTECT IN PLACE. -- 49 50� a xv) 45+88.73 CL CAMINO D NORTE PRC 22 \ --�-�- _ o-4CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). TC - -_�--` ��__y�� 1 a F __ 1 7 --+-- EROSION CONTROL HYDROSEEDING. \\ \ DE \< 8 -- 15 CONSTRUCT 30" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. SEE PROFILE ON SHEET 18. 19. 20. OR 21. 17 CONSTRUCT 42" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. \ \ TORM DRAIN NO.1 --- ----- SEE PROFILE ON SHEET 21. + SK W 8.1675' RT 21 CONSTRUCT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. \ \ 30 RCP TCE `W+t D I RT \ dUdTA/NAILE CIVIL �4 22 CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89. h \ 8 � !NA/N!!R/NO dOLI/T/ONd 9 \ 17777 MAIN STREET. SUITE G2 NO. C63390 25 INSTALL 30" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. IRVINE. CA 92614 " 19i3oi1e • CILluFill \ 1949)221-6669-M .,'l IY1L ,T� 1-800-227-2600 28 CONSTRUCT "L" HEADWALL (W=7'-10") PER CALTRANS STD PLAN D89. M. \ \ E 2llai inq gDY6 Befrre You Dig T .D wv I .D..n rw l.I:.A t OF t�� oo.pllvlO.wIM ih.oyprapri M. Dw I,=DY Dr—fiY Cr-°k OY BENCH MARK °Q1CI Tian.OF O.v.IODRIKIIi pt l DrOvinp NO. SUSTAINABLE CIVIL R" FR FK»all i°R.r�..11uN..,Fr«I.°,.17 E� My. 1 .and a' '°'° °"°°°'�" ' CITY OF LAKE EL8INORE PUNS PWPARED uceR wPE P� °•"'""""'°^_""•""'�'^0 STREET IMPROVEMENT PLANS GrN.r I IM Fr l I°S1rNT ENGINEERING SOLUTIONS ATEFEN ESKAI , ��- "" '.'30 ADOrd� CAMINO DEL NORTE 7 a.36 ih. �w'.KMIT. DOT. 9 REVISIONS Ate.° Tr.fS ie CITY ENG VEER Sn DOf. FEstlIY[Y O1.ZD16C R.C.E.MO. L61390 SOOI.: 7' U 59+13.43 CL A IN OEL NORTE - •' •n RIA CFf EXI I11G .. . +81s- 1•i � - +Sx + r o } + R=1400' RT ¢ - AXIS OF ROTATION C� t 0-1i- -----,----------------------------------------------------'---------------'------------- --------- -------------------- ---------------------------------------------- ------------------ fY/, 0 .. o > -4X— r LT A RT ETW d ES -2% LT d RT ETW 6 ES -2% - ar .. ——4X L L F o ao N oN CAMIINO DEL NORTE oUPEREL o VATiON DIAGRAMo — w SCALEs HORIZONTAL VERTICAL P- 8% W g o_^ o^ o 1420— n nw mJ oP mo ao atu —14.20 inw utw }•'> �w o^ o oP as Uto In s o .. 11n W N W +W �(+f> O� .- y \ 1 n w N J w W > p Y O{ b O O N .. \ N W J } ? 00 Q am UYt 1410— i nw inw In MJ > > .� go om m al` ^ >� _ U 1n� PJ }w > g�„om r w > pn UP U� Ur c�a c� p Un r >o —1410 i FS \\ - Ind nw in_j pw / > o� .� �' 'w" o m m om �P ar.i arj Q.Do 0� L� aN �J ati n F0. Do . O. .. W \\ mow/ nW J Q-> o`>w\ po �- g� am on oM g oM g°M oP" oM_ o� X OM o 1400— \\ •D�Q H. / aiw w \\ � �W �w +> `�> fw w m' '�> }>• �w N> o»_ �> —14i00 �\ SSD=600' \ '^ W An w Xri w w .. 1390- o --- - 300' VC - _ o � DSO MPH > —1390 z4„ 4 11' CpM1N0 DEL NORTH - PROFILE ssD�3o' a SCALE: HORIZONTAL 1"= 40' VERTICAL 1"- 10' HORIZ I'-40 VERT I'-10' 6+00 0 +00 CURVE DATA TABLE NO. R p T L I L / e W RO l;o OI 1000.00' 27°03'01" 240.54' 472.12' 1 V o JO 1000.00' 07°18'43" 63.90' 127.62' I I �w QK 1000.00' 10°12'54" 89.38' 178.29' © 1400.00' 23°55'58" 296.72' 584.79' \w�` 50+60.85 CL CAMINO DEL NORTE EC 8 SCE 12B 4 r f I \ 8 21 STA 54+11.75 8 i �\ SKEW 7.3021° LT 4 K o F DE 24" RCP ' + RS ---- L \w � _ __ �� ' ------ ---- _CIF - n - ---- _ - 1 -----SCALE: 1 4" 0' _y TCE w N PO PROPOSED R/W PROSED R/W �� _ I w v=i 19 N _ oh laJ? N72°44'57"W 472.37'f,' &- � �vrr�c 51 52 53 - on 57 1 g 54 c 55 --- -- 59 \ ` 14 _ _ _— �__ � F -- 5 � 1 54" CSP CONSTRUCTION NOTES 8 " ' TCE - PROPOSED R/W _ __--- -- 1 SCE 1 THE GAS CO. 62 1�PROTECT IN PLACE. + 22 NORTE P TCE SCE 1 59+13.43 CL CAMINO DEL NORTE 0h 2o-HEADER CUT EXISTING ASPHALT CONCRETE PAVEMENT PER DETAIL SHEET 2. r\ 8 MATCH EXISTING PAVEMENT � 62 \\\ 4�CONSTRUCT 0.42' HMA-A OVER 0.55' AB (CL 2). SCE 128 OVER EXCAVATE 3.00'. IMPORT MATERIAL AND CONSTRUCT 57+91.67 CAMINO T PCC 63+76-.46 CL CAMINO DEL NORTE EC \ 0.40' HMA-A OVER 1.30' AB (CL 2) FROM STA 54+90 TO 56+00. 56+13.39 CL CAMINO DEL NORTE PRC 8 EROSION CONTROL HYDROSEEDING. 128 EXISTING? POWER POLE TO BE RELOCTED BY SOUTHERN CALIFORNIA EDISON (SCE) AT CITY S EXPENSE. 14 CONSTRUCT 24" REINFORCED CONCRETE PIPE PER CALTRANS STD PLAN A62D. S SEE PROFILE ON SHEET 17, 18, OR 21. ) SUSTAINABLE C/Y/L � Py 21 CONSTRUCT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. \ ENO/NEEINNO SOLUTIONS o 9 17777 VAIN STREET. SUITE 02 No. C63390 22 CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89. (RY1lE. CA 669 a EXPS/30/1e • CIL ALL R& f9+91 22/-e669 min Jj'r 11-800-227-2600 INSTALL 24" CONCRETE FLARED END SECTION PER CALTRANS STD PLAN D94B. kfcre You Dig 2 narking Days Thee plans hwe been rwleeW f f OF C ooeyliame with the appropriate DeelarW by Drawl DY Check"by CoflElt-of developew oha/or SUSTAINABLE CI YIL RSC FR AF BENCN MARK Ehaln..rina [h8 ln.No. PLANS PREPARED UNDER s1wE aF City a,w State law. a,a a p.rlRit CITY OF LAKE EL8INORE PE 1a11 In Pwe.em.tI.RN.eN+ra�l.or.lr mY M IsS at. Cehh M S -I Street EXINIn. STREET IMPROVEMENT PLANS ENGINEERING SOLUTIONS ATEFEN ESKAIADUII � _J �— E e—�__3.0""'°°' Appravea .ate FERMLRY a1.2a1e R.C.E. No. C633�9a pro':... aat. a RE�I91o«s App a 5«I., I'tea' Traft'p CITY ENGINEER GAMING DEL NORTE af36 j 1450- -14SO ti N o p O a p 1440- -1440" > > o> 6+1 2.21 CL FRANKLIN STREET= 10+00.00 CL CAMINO"DEL NORTE F+ w w w` O - ELEV 1414.33 uaw - , 0 N N W+m x >Jwi oN oW+ pN ^W' aJ OII7� CdJ 6 N0•ix> �1440- . 1440 � un w7 or, + 0 >1430- RA I S T= -1430 p o^ CL NN, W .w 10D00 C ANXD VIEW D IVE= ELEV 1416.06 CA I aw 1*56. C FRANKLIN STREET m. LEV 1416.06 YA z p' � - �1 > P P o 697U>. •7�CL�>a a>a vv Y mN^2• -.1430 1420 -0 N a�CEOw+-s 09 w0++ C ChN _ S oY ESA IVE 3• cl PELEV 1399.43 •8 6 w O 0 p o 1420- W > o J 1420 VC w 0 ° O1J O1Jw1410- -1410- 343 -1410 SD -3 MP 'I; SSD=d00H o .�.i.. (-0.483%) Wp.67 o w$o>ui> a nl .1470- 120' VC -1^n " _ ..-.1410 �.�'-N w n w T 2 5. 0 DS=30 MPH 1400- a, + + -14GO- - 18- RCP -1400" SSG-200' r ! + `-----�_t_{SBI > LINE E T(A )6FM TE . N o� JJ LOCATION) ' 6.4051E w o> KISTING �n -rn' - N w 3-54' RCP P> 1400_ .0 w (APPROXIMATE LOCATION) 1400 m w aD 1390- „m,o M -1390- -1390 T RM R N 1 ono^ A >vi> 24" RCP w 8�00 9i00 IO�Oo 8+50 9+00 10+00 FRANKLIN STREET - PROFILE CANYON VIEW DR . - PROFILE SCALE: HORIZONTAL 1"-40' SCALE: HORIZONTAL 1'= 40' S A G E C RE S T DR - PROFILE VERTICAL 1"= 10' VERT�CAL 1"= 10' SCALE: HORIZONTAL 1" 40' HOR I Z 1'-40' VERTICAL 1"= 10' - - VERT 1'=10' 22+00 /i 23+00 24+0 25+00 6+00 27-00 29+00 \_�' \ VMWD APPROX DEPTH= 42" 33 11+09 N �1 I � BELOW ORIGINAL GROUND CONFORM TO CL CANAM ING DEL ORTE 2 EXISTING PAVEMENT 26+1 ,21 CL FRANKLIN ST = � I F `�� 2� � ' � 28+62.55 MATCH EXISTING 2 PAVEMENT 10+00.06 CL GAMING DEL NOR T 31 F� G ��l� PAVEMENT 25+68. 7 CL RANK N ST BC y rl y0 A \ 22+22.8 8 MATCH 8 EXISTING PAVEMENT ZO 9 �� 00 00 29+90.51 CL OLD FRANKLIN ST "~�\ 2 2 +95.06 CL FR N STORM DRAIN N0.4 �\ v Ah' RCP A 0. a00 QQNSTRUCTION NOTES i \ -_ _ - I r REMOVE STREET LIGHT TO SEE SHEET 34 - o 1 PROTECT IN PLACE. N \ � ---�- -� -�__?ROPOSED RW_' � 1� \ _ � PAVEMENT UPER XDETAIL SHOWN NG LONC SHEET T2. o M 9 HEADER px :\ / \ 1 SCE SCALE 1'= 40' 3o-CONSTRUCT 0.33' HMA-A OVER 0.55' AB (CL 2). -_- RA Nl(�j \ -1 E 29+14.61 CL OLD FRANKLIN ST EC .y 6o-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD NO. 200. 6 m 6 7D-CONSTRUCT SIDEWALK PER CITY STD NO. 210. REE T 9.34'1 "E a EROSION CONTROL HYDROSEEDING. PP 40 4 M 130.60 27+56.0 CL OLD FRANKLIN ST = 1 -- 7 39"34'18" 10'00.0 CL CANYON VIEW DRIVE _"`--CONSTRUCT HMA DIKE TYPE F PER CALTRANS STD. PLAN A87B. N \ 6 6 7 73.29' O CONSTRUCT MIDWEST GUARDRAIL SYSTEM (TYPE 11D LAYOUT). ~_ \ 1 42 32 + WITH 31 INCH FLARED TERMINAL END TREATMENT PER CALTRANS 9 ` j 0 STD PLAN A77L1, A77M1. A77N3. A77N4. A77N6. AND A77P2. 3 `` 6 1 10 L=25' o-EXISTING UTILITY TO BE REMOVED BY UTILITY OWNER. 1 40 0 16 3-54" RCP 1 CONSTRUCT ACCESS RAMP (TYPE I) PER PER CITY STD NO. 214A. VMWD APPROX DEPTH= 42" 31 cn HEADWALLS 1 REMOVE EXISTING PAVEMENT AND BASE. BELOW ORIGINAL GROUND 12 0 �1VV REMOVE AND DISPOSE OF MBGR. - - 1 ) REMOVE CONCRETE SIDEWALK.CROSS GUTTER, AND CURB AND GUTTER. 24+37.67 CL FRANKLIN ST EC L� 41 35 INLET ADJUST MANHOLE TO GRADE. 2726 34 F i5 ADJUST WATER VALVE TO GRADE. 24" RCP A + 53 - -_-- HEA / 3 8+04.25 CANYON VIEW DRIVE BC 40 CONSTRUCT PARKWAY CULVERT TYPE "A" (TYPE 1) SCE 12 PER CITY STD NO. 300A AND DETAIL SHOWN ON SHEET 22. 41 REMOVE EXISTING BLOW-OUT AND VALVES. `��IL, LLINLET tr / N88'3�'30°W &CONSTRUCT 6" BLOW-OUT PER EVMWD STD DWG W-7. 43 CONSTRUCT CROSS GUTTER PER DETAIL SHOWN ON SHEET 22. © /EVMWD / E v 17.39 7+92.61 MATCH EXISTING PAVEMENT CURVE DATA TABLE FRANKLIN STREET NO. R p T L //Q�/ 4 � / 43 40 `n �� 0# RT O 900.00, 09.04'42" 71.45' 142.60' L✓j 1 /j 33 1 \ �G SUS17AINAILE CIVIL EV WD EO 500.00' 39.41'15" 180.44' 346.34' �, �� ` j 31 2 j Et ENGINEER/NO SOLUTIONS � a 9 „ '� 7777 MAIN STREET. SUITE G2 NE C63390 �� 1 CANYON VIEW DRIVE ; Jl �� IRVINE. CA 92614 t yp.9/30/18 4lu� 1 On (949)221-8669 win 1-800-227-2600 FO 200.00' 35.05'05" 63.22' 122.47' rQ� ,� ' 72" RCP 7+ •85 CL CANYON VILN DRI O. C Qfi 2 ft*inD Days Before You Dig v Tlww plow-hw E..rl-1-1 far Caryl carp with the apprapr l ate Deelar-d DY Drawl DY CI-Ok.d DY condltia-of 4-1cpll=nt and/w BENCH MARK City and Sfof. law.. and a p-lt CITY OF LAKE ELSINORE °""°"°• SUSTAINABLE CIVIL RSC FR AE Ps Nall In pOvw=nf.fI.=I..appr«IteN1Y Y o. I-cl. PLANS suh PREPARED LONDER SLOPE OF 0.0,at St.flw riNl.el E.-Ina Enal,-.rlr,a STREET IMPROVEMENT PLANS rr. �. CfnNrI1M Fr l In SYrM ENGINEERING SOLUTIONS ATEFEN ESKANDARI R.f.rwp Pia-far `I'""'I"'f"'°' 40 Traffla A LL•01 FRANKLIN STREET AND CANYON VIEW DRIVE 'j Dot. EE. urM -.R.C.E. No. C61]9a t1 irprww=rvts Oaf. B REVISIONS App•a Soal.: 1'�10' CITY ENGINEER SI,, of 36 +24.02 CL FRANKLIN ST CONSTRUCTION NOTES CURB RETURN DATA TABLE \ LT 26.00 \ "'4,84' TC a CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD NO. 200. NO. R 0 T L 1414.34' FL i CONSTRUCT SIDEWALK PER CITY STD NO. 210. A50.00' 97°11'42" 56.71' 84.82' 26 +24.02 CL OLD FRANKLIN STREET 9 RT 76.0000NSTRUCT HMA DIKE TYPE F PER CALTRANS STD PLAN A87B. 50.00' 74°15'28" 37.85' 64.80' 26 + 18 CL GAMING DEL NORTE CONSTRUCT TYPE 6A CURB PER CITY STD NO. 202. S1 \ �CF �� 14' PI 141 .14' TC EO 50.00' 74°15'28" 63.47' 90.35' yam, �O 1414.64' FL 30 CONSTRUCT ACCESS RAMP (TYPE I) PER CITY STD NO. 214A. 9 D❑ 50.00' 74°15'28" 63.47' 90.35' / ©Z e +3 .45 CL FRANKLIN ST STREET CURVE DATA TABLE ❑E 40.00' 97°09'24" 45.34' 67.83' RT 6.00' bib 141 72' TC ^ v r NO. R 0 T L ❑F 25.00' 104°29'15" 32.28" 40.59" 1414 22' FL � p SCAL 1"= 20' © 30.00' 73°24'30" 22.37' 38.44' 2.45 CL FRANKLIN ST AO 480.00' 46°27'11" 206.00' 389.17' RP R T6.00' OH❑ 50.00' 69°22'34" 34.61' 60.54' oo D g 500.00' 65°36'50" 322.31' 572.59' 25 CL CANYON VIEW O 500.00' 39°41'15" 180.44" 346.34" +12. - p/4 6 ��' LT 27.00' � '� PI G� D 200.00' 35°05'05" 63.22" 122.47" 1411.95' TC 1411'4� t413.53 L 5+50.32 CL CANYON ESTATES DRIVE 0.00 LT MEET EXIST 7+19.39 CL GAMING DE NORTE /4 25+68.27 CL �0 Q ELEV ? E LT 27.00' 31 r� FRANKLIN ST BC 1 i 5+74.30 CL GAMING DEL NORTE EC �1 ♦ 26+12. CL FRANKLIN ST = C ' 4 30 � 10+0 0 CL CAMINO DEL NORTE E a i3y6 W1 7 6 + NORTE BC d S __ \ C 4 G� +68.91 CL CAM NO NORTE RT 2 .00' / 1 41 4.88' TC \ e 1414.38' FL 6+9 .57 CL CANY STATES DRIV = \ +74.78 CL F N IN ST �4 1COgNY00 CL SAG CREST DRIVE �•\ �.' RT 20.00'TC �1q +•34 pl +99.26 CL FRANKLIN ST A o70N ES A rEs DR I V B \ \ 1 414.09 4 IF` RT 70.00 RP 59 W 396.69' FL 1q5 30 09 \ \-•s B +99. FRANKLIN ST 1396.85 T 139 TC T _ i 4 LT 20.00' 1396.35 F 139 .02 FL SEE \ 6/4 0/4 i� A/4 ,� 1414.80' TC DETAIL \ J ti° 6 1413.30' FL BELow 30 4 1400.3 FL A/4 +44.06 CL C YON TAT ` !` /4 1400.00 FL 1400. TC \\ '" \ 1414.14 TC -1VJ�O RT 22' j G /4 \ 1414.24' FL 1396.52 TC p ~ 1399.72 TC 6 1396.02 FL 1399.22 F 8. YN +45.48 C CANY N V 4 \ +42.32 CL SAGECREST DR /4 1RT 401.2 n/4 8 FL 7 1413.06' TC + 78 CL FRANKLIN ST �9 CO LT 44.41 401. 8 TC 1412.56' FL RP L 70.00' +42.42 CL SAGECREST DR LT 1 9.48'1397.85 RT1.9? CL SAGECREST DR Rp FkfSTrNc RP +86.53 CL FRANKLIN ST °9 ' o/a j \ / 1397.35 FL C� Rik LT 60.00 27 .03 CL OLD FRANK L ST = Q 10 .00 CL CANYON VIE DRIVE o LT 20. CL CANY V 1 +5 19 CL FRANKLIN T 3 LT 20.00' a 3 +54.18 CL SA CRES R 1414.11' TC \g'7. 20.0 RT MEET EXIST L ELEV 1 8.74 2 1R 3 398.77TC 9+26.71 CL CANYON VIEW DRIVE t�� /3 Z 1397.27 FL 9 H 6 W \\l + Xf DRAINAGE INLET 1 x RT 21.31' 4 0/4 1397.28 FL !Y o/4 U. 0/4 STA 9+05.00 MATCH CASE "A' ACCESS RAMP AT NORTH-EAST CURE RETURN EXISTING PAVEMENT 7 0 c h NO SCALE ro +38. Y TAT �`` e '1O 1400.80 TC�4 R T V 1400.00 FL 1.'Yfe111 F 1400.3o FL flo.fI TC 8+04.25 CL CANYON VIEW DRIVE BC ---___,_. 1 8.02 CL CANYON VIE 01.28 FL 1o.zt QQ` RT 16.00 99.54 CL FRANKL I S SAW At 3` 14 99.54FCL FRANKLIN ST LT 20.00' Y � , P LT 7 0.00' 1 416.84 FL A e MIDWEST GUARDRAIL SYSTEM F N 20.00' LT MEN X fiT >?j ELEV 1419.00 �yA ti f 1401.90 7+92.31 MATCH EXISTING PAVEMENT P� 399.72 TC Jr •. V A/4.22 FL , 1400 54 y 7+86.85 CL CANYON VIEW DRIVE \� DRAINAGE INLET 1 Q I RT �., +54.1e a SAGECREST DR 1400.70 SUSTAINASLE CIVIL (� ENGINEERING SOLUTIONS Q p 22 TC 1400.62 93 �~ 17777 W o.IN STREET. SUITE D2 •N 9 RT 22 30970R Q �(/ - IRVIAE, CA 926/1 Exp- �u RH 1198.27 FL 00°06'57"W re.9,zzf-l669 morn ��lf OFVCAV��\� 2 9ak1ng Days27-2600 BHvs You Dig s ` 17.39' - D M haves oI.n rRVlwwa+- CITY OF LAKE EL8INORE IDf1,k } aawpllanw with trr awaprfatw Deslarwa by Draw,by CfwdtRa Dy BENCH MARK Dare if iaM of awwlagl id arerm1 Drwlnp Ib- SUSTAINABLE CIVIL RSC FR EnainNrinp City s 1 Staiw law. ae a Dwrm ml b11 In parwRnf.flan. ol° lmrMlY RIDY W ISRIMa. PLANS PREPARED IRIDER sIA•E DF aa�'1-F 11 s'.r::r�'"""° CONSTRUCTION DETAILS/CONTOUR GRADING ENGINEERING SOLUTIONS ATECE�SK�AI P L _� ES' Iol" TraF.Ia w�BRAD IA- Rrr+rwraw Planes+Dr $Daltrr l' 13. CITY ENOIfEER CANYON ESTATES DRIVE-GAMING DEL NORTE snl�o.36 Oa. ELNWJRY D,.=U R.C.E. ND. C6319a tfNN IRprdMwnttr DRTr. B REVISIONS App'a \ STORM WATER POLLUTION CONTROL CONSTRUCTION NOTES I Fl GENll + ) (])INSTALL INLET PROTECTIOON. SEE CALTRANS STANDARD PLAN T63 & T64. f DRAIN INLET & PIPE SYSTEM \ i �INSTALLATIBNRASOIL. SEA ED. STANDARD PLANS T56 FOR OUTLET PROTECTION/ \ VELOCITY DISSIPATION DEVICE INSTALL CHECK DAMS AND/OR GRAVEL BARRIERS IN DIKE OR CHANNEL CENTERLINE. MAXIMUM SPACING OF 20 FEET BETWEEN � I, CONCRETE WASH-OUT AREA i IS/ L=210 LF 2 / CHECK DAMS OR GRAVEL BAGS. SEE CALTRANS STANDARD PLAN T57 ■ STORM DRAIN INLET PROTECTION \ tic 7 / 1f FOR INSTALLATION INSTRUCTIONS. \ L 4 0.00 L STABILIZED CONSTRUCTION ENTRANCE/EXIT. SEE CALTRANS STANDARD PLAN �'� SURFACE FLOW �T58 FOR INSTALLATION INSTRUCTIONS. DIRECTION (5)INSTALL CONCRETE WASH OUT AREA. SEE CALTRANS STANDARD PLAN PIPE/UNDERGROUND T59 FOR INSTALLATION INSTRUCTIONS. FLOW DIRECTION S \\\ + 3 .00 RT / %� ©INSTALL SILT FENCE, SEE CALTRANS STANDARD PLANS T51 WM-8-CONCRETE WASTE MANAGEMENT \ / FOR INSTALLATION AS INDICATED. \\ 4 39. 0 LT / �� ( HYDROSEED SLOPES AND ALL DISTURB AREAS AT NS-8-VEHICLE & EQUIPMENT CLEANING COMPLETION OF PROJECT. - NS-9-VEHICLE & EQUIPMENT FUELING MAINTEVEHICLE & EQUIPMENT \ \ \, SS-2-PRESERVATION OF EXISTING VEGETATION \ 7 to 0.GQ 2 k} v / 1 ems►= SS-4-HYDROSEEDING \ 67.00 LT 30. RT �� cos- SS-5-SOIL BINDERS 3 LT 0111111111 TG-I-STABILIZED CONSTRUCTION ENTRANCE/EXIT \ Ff 44. 0 LT SS-1I-SLOPE DRAINS \\ SS-9-EARTH DIKE/DRAINAGE 2 L=220 LF L=150 LF ' ' m SCALE' 1"= 40' SWALES AND DITCHES i \\ 6 % + 0 SC-4-CHECK DAMS 6 3 .00 L= LT \FXI ff SC-1-SILT FENCES S T INC 'R� SC-8-GRAVEL BARRIER 6 L=90 LF + 255 LF ; 81. LT S Tg TF \\\ \ 45. R 2 \ qk SC-3-SEDIMENT TRAPS L / \\ TCE 65..00 LT ; 2 L=430 LF \ -Fit- SC-5-FIBER ROLLS W, Q�ppO f o' 67.00 L \ STORMWATER DISCHARGE LOCATION %/�M Sip /' �� 8 0 L \ 6 4 1 [ri �! + + \ \ \ 6�24+5� 67.00 L 65.00 LT L=310 LF 2 + \ 1 14 \ 52.00 RT 2 +65 L 6 .0 L 1. L 48. LT \ F 7 .00 LT nn 11+56.00 " 1 \ 61.00 T 6 5.00 LT Z HMO R� +17. 1 +00.00 UN \\ \ I \ .00 L __9F _ _____- -IR € 55.`. 00 LT -�-�---- -- / 7,- L=220\LF 6 \ - L=70 LF �46+0 LT PROPOS_E�RL W 6 t 0 - �� /� £ 7+00.00 8+7 \\00 I 4 / - 6 L=290 LF 35.00 LT l 14 15 + ,l 511 3 .00 LI 17+ E�1 7 5 R T \ 13 _ 1 �-' b 17+ 6. 8+48. �F60 LF 3 \ 57 0 R 11 it 12 f PROPOSED R/ _- ``^C \ / 35.00 L 63.00 R �- / -17�d LF 6 'r / ! t ,,-�� __a � � / L=220 LF 2 , 31-00'0 1 \ 1 40+50 LT 11 l /�� ------- , , / L=1456LF �, TT �\ \ 6 -- --- TCE + �� \ �\ \\ L=190 LF i + I i 11+7 6 49. 0 RT 40.0 RT - \ `� \9 \ 36.0 I 7 13 50.00 RT 49.00 R L=170 L� - 1 + 15+00.00 / 1 +00.0 T v _ Q±68-5151.00 / q 1 l0 5 00 RT 1 49. R + 7 _ W1 2 +9 .00 NG R / 9 � EX15�I 13+16.50 \ � ' \ 48.00 RT TC�c �2B �� v1�W NO R/w \ ��\ 7 l0 2 L=290 Lam/ , / \ �2 �P= N tsj i i \ cPN�o Ex L=260 LF 6 L4120OLFT6 i ` 28.50 RT L�0 LF 3 I 4 7+ 0 5 ' , / , \ i` L \ + 1 / 4 it 1 I / 27+85.00 C \ 50.00 LT + rn 28.00 LT � D I R T SUSTA/NAILE CIVIL �`� ES E ENGINEERING SOLUTIONS Q 17777 MAIN STREET. SUITE 62 N.. C63390 JO fRYINE. CA 92611 * Ezp 9/30/1B * ML uFill (949)221-8669-1l ��lPam' 1-800-227-2600 2 Working Days Before You Dig Th..e pls have been rev i...o far f OF CA\1� an 0-pl lane With tM apprapr iat• D-Igr.d DY Dra.n DY ChAgkAW DY oolloltlan.of o.v.Ipp= w/ar SUSTAINABLE CIVIL RSC FR AE BENCH MARK Drwinp No. City-d 5tat. lar.. .14 a=Tt CITY OF LAKE ELSINORE PK N.1I IR pw.,.,...1�.1,.,ppry l.pf.ly •IaY a I. PLANS PREPARED UNDER SUPS DF 0.11'Rt 9lvflm 0.N1.9]E.1.11„p Enpin..rinD TEMPORARY WATER POLLUTION CONTROL PLANS Cmfrlitw Fra9.11n Str..t ENGINEERING SOLUTIONS ATEFEH ESKANDARI J��- EIw.Ilar 111].O] Approv.o oat. FEanIu1Y o1.zas R.C.E. No. C63390 "thy`•`.1.prPa;,,',a Date a REVISIONS App•a spal.= 1"-10' rraffla CITY ENGINEER CANYON ESTATES DRIVE-CAMINO DEL NORTE u M36 \ \\ Z \\ \ LT L=190 LF 19 .00 \\\\\ n \\\ \\ 0 L 6 L=495 LF T \ \\ \\ \ 6 19 \\\\\ �� \\\ \ L=215 LF 2 sp SCALE: 1"= 40' �� G� < \\ \\ 00 5.00 LT \\ \ E rIF w \ \\ \\ 7+ I0 Zk 03 W +1 1. \ \\ \\ \ ° �O L `ram�A �9 \ 2 L=435 LF 67.00 LT 00 L \\\ S \\\\\ 27 0 O \\ \ \ 30 ors 72.00 LT \ E �;y w L=20 LF 3 41.00 L \ \\ \ / � 2 ��\` \\\ ND i�- 6 L-585 LF 6 =120 LF \� L \ \\ 270 L 6 L=60 LF 9+82.00 29 4.00 �\PROpo` 41 S f L=7 LF .00 TC E L 2 �� 0� p L=190 LF 55.00 RT 20+00.00 \ ` ��-ate=_ L=500 LF C F + ` 2 55.00 RT 23 CAMINO DEL NORTE /, 6 L=230 LF 24 '------------- ------- -�-�.�- TCE 6 3 L=60 LF60.00 RT 22+43.0 + L�0 LF 52.50 67.00 RT 24+75 00 64.00 RT 39+50.00 + 6 L=495 LF 63.50 LT 38+8 .00 Y of 32+0 .00 0 37.00 LT 59.50 LT L 40+28.00 o PR \ L=460 LF o OPOSfO Ri 58. LT 58.00 LT 46.00 LT R/W 6 n _ W 35+00.00 47.00 LTLl -- �,Q TCE Y L=385 LF 6 ,,----- - PROPOSE,) m oW ^F PROPOSED R/W -- -- ---- ^� R/W 2m 2 - =_APR mti SCALE: 1"= 40' Lu_j ----- YY � _ 3 ` CAMINO DEL NOR' 3 39 40 P w ROP 2 37 ::� - 41 0 osEO RiW��-_ 33 36 ___--- -----a�Pa� 34 35 -_____-_____ - R/W L=180 LF - rR '----------- ------------ PROPOSED R/W 3 63.0 2 + L=240 L 6 3.00 RT L=20 LF L=720 LF 4 .00 RT 6 L=585 LF 44.00 RT 34.0 RT 4 +00.00 41+5 .00 33+00.0 .00 T 7 6 . 60. 0 RT 4 .00 3 +7 .0 37+86.0 9'00, 38.00 RT L=20 LF 3 1 Es D I R T SUSTAINARLE CIVIL ENGINEER/NO SOLUTIONS Q p C63390 f 7777 WIN STREET. SUITE 02 IRYIhF. CA 92614 # Elm•$/.Q/�-Q- * 111111{lH (919)221-8669-1n J�+ IVI ,?�� 1-800-227-2600 if OF CAJ 2 krking Days Befcre Ya)Dig ThN pla hove awn r leeea Oar ompl 1a with the gw.Priate Deeiara by Dr-by ClNakea Dy BENCH MARK Ccityltollddstaatt* IY mWana a pwmit SUSTAINABLE CIVIL R3C FR x w,l Pe_t.flab.mva.fwrel, fny a leeuea. CITY OF LAKE ELSINORE 0.N'M elatlat,f.ft.f]Ezittinp Enplrteerirta PLANS PREPARED GOER SUPS DF c.ntrl,la Frafalta f..eer ,,,afO1e, TEMPORARY WATER POLLUTION CONTROL PLANS ENGINEERING SOLUTIONS AT F N SKANU ei - Z� Plaro far A L Elevallar 1N3.0] Traf+le . CANYON ESTATES DRIVE-CAMINO DEL NORTE 2 36 Referelt0e Swale: 1 Sh of pate FFBRIIMY at.2018 R.C.E. NO. C63]90 these IKp'-sw me Date B REVISIONS AOD'a CITY ENGINEER 41+79.00 43 4 + 1. L L 43*49. 0 78.00 LT 3. L 63.0 L=460 LF 6 \ F \ 98.00 L + jG //�� \\ L=485 LF \ 97.00 L 46+26.00 MM _ 6 T ac� PQ / l� \ `�� _ 45+48.00 46+42.00 F F T I SCALE: 1"= 40' �_ ----- wln w IInUj ` '�- \ \\ 6 L=155 LF w= \ -_----- �= 42 6 L=135 LF _ F- \ _ 44 S -- \ 47+05.00 49+ 0.00 I 50+03.00 L=55 L 4 T 44.00 L 3 L=20 LF I 50+50.0 51+5 .00 \ L=230 LF 4 -� 43.00 LT +3.00 LT \ \ L=170 LF \ + L=395 LF 38+00 RT 00 44. RT 46 4ti1j �FC 2 44.00 L 6 ------------------ _ QN m P OSED /w �m \ 1+ ��- NOR -- - - _ --_--- - -R/w o \ 2. 0 L=20 LF 3 4j v ------------ rn / -4 +\ \y F. / �0 43.00 RT 6 --- -✓ --__ �� 48 Dr 0 41.00 RT \ 48.00 RT Lr LF \ ��_ 49 51 ~ 52 NT ---��-- \\ Ln L=20 F -- -- -- r + nt�� ED•�117MT---� �*, � --- P 0 SED R/ 64.00 R -� \ \ \ L=31 5 LF 2 \ + 7 0 L=340 L 64. Prey ---- 3 , 47 -� L=20 LF 49+7 , 44.00 RT 48 57 48+50• 6 L=75 LF 2 48.00 RT L=225 LF OR 4 + L=300 LF + 49.00 RT 47.0 + 4 97.00 RT 3+ 43.00 RT 39.00 + 65.00 RT 50. 0 T4+45-Qu 53+5 51.00 RT 4+ 7. + 46+ -VU5+4 .00 48. 0 RT + L=245 LF/4!) + 49.00 L=395 LF 6 0 7T 57+73.QQ 6 0 ---------`- --- RT L=145 LF 6 -- --- c�i ' PROPOSED R/W 32+00 RT ---------- ------------- a V' ow CAMINO DEL40RT 4 SCALE: 1"= 40' wJ 53 54 55 56 _-- 59 __-�-- --- --C F----- F F F 60 -TCE _-- -- - - -- -----_ PROPOSED R/W --"' 6 L-135 LF 61 I(i) -------------- - + + 2 .00 R L=190 LF 6 L=55 LF TCE \ + 47.00 RT 62 3 \ 2 L=310 LF ' L=55 LF 49+00 RT 56+ 5.0 48.0 RT 441. + +7 69.00• RT 45.00 RT D I R T SUSTAINABLE CIVIL ES P� ENGINEERING SOLUTIONS Q 17777,WIN STREET. SUITE G2 No. C63390 IQp RVINE. CA 92614 # Exp9/30/18 ♦ Cu IU FIE (949)221-e669 ealn Jj'l VI ,Z�� 1-800-227-2600 E OF CAU 2 Larking Dap Befre You Dig Trree p1ma rave been review°f Dw I9rM0 DY Drae11 DY LlMdteO DY Oalpl la s vi d 1M ODOrOD.w SUSTAINABLE CIVIL BENCX MARK Enoln«rlDo Cityitlane at agave. and opo/al ora.lDa -y and 5*ate law. and°Dermit CITY OF LAKE EL8INORE FR 1F PR Mail In pwe�11.flrll.�praRlevlelY Y W leeue PLANS PREPARED UNDER SUPE/yy)7W/p�_-� 1 °•"'""'^"m'•«'•"�'�'^• TEMPORARY WATER POLLUTION CONTROL PLANE ENGINEERING SOLUTIONS ATEFER ESKANXRI /!✓!A[��/� bnN'1 w FraY'1"S rM `I�"`"�' Aa�w� CANYON ESTATES DRIVE-GAMING DEL NORTE Date FEBRUARY 01,2018 R.C.E. NO. C63390 flleee Oyu;• p°}• REVISIONS �•° Sonle: 1'NO' Traff le CITY ENGINEE Sh 3.36 I LEGEND= EROSION CONTROL TYPE 1 (BFM) EROSION CONTROL TYPE 2 (GSM) \ EROSION CONTROL TYPE I (BFM) MATERIAL MATERIAL EROSION CONTROL TYPE 2 (GSM) (BLANKET) APPLICATION SEQUENCE ITEM APPLICATION SEQUENCE ITEM \ � DESCRIPTION TYPE RATE DESCRIPTION TYPE RATE \ O1 EROSION CONTROL LOCATION NUMBER STEP I COMPOST COMPOST MEDIUM 130 CY/ACRE STEP I COMPOST COMPOST MEDIUM 130 CY/ACRE SEED MIX 1 16.5 LB/ACRE ROLLED EROISON / STEP 2 HYDROSEED STEP 2 CONTROL PRODUCT BLANKET TYPE A --- GRADED DRAINAGE SWALE / FIBER WOOD 1.100 LB/ACRE BMP-I / BFM FIBER WOOD SEED MIX 2 16.5 LB/ACRE TRIBUTARY AREA (IMPERVIOUS MATERIAL) / STEP 3 HYDROMULCH BFM TACKIFIER ORGANIC 1.500 LB/ACRE STEP 3 HYDROSEED FIBER WOOD 1.100 LB/ACRE 6. 0 LT \ EROSION CONTROL NOTES / / STEP 4 HYDROMULCH FIBER WOOD 1.500 LB/ACRE \ / + TAR IFIER GUAR 125 LB/ACRE 1. ALL EROSION CONTROL MEASURES S \\ \ SHALL COMPLY WITH THE CALTRANS 0.00 L \ + STANDARD SPECIFICATION 2015. 3 // ,` f SEED MIX POUNDS PER LIVE 0. LT \ / f BOTANICAL NAME PERCENT GERMINATION \\ \ 2 / lv� f SEED (COMMON NAME) (MINIMUM) SEED PER ACRE (SLOPE MEASUREMENT) LO(DEERCWEEED) 30 1.0 4+0 0 \ \ 66.0 LT �} /f/ v� 1 ST4 LOOSELNY FL�NED ANNUAL 35 4.5 J< T AREA = 3.680 SF 6 / i F MIX I ESCHOSCHOLZIA CALIFORNIA \\ / �P T !y (CALIFORNIA POPPY) 35 2.0 \ 5 AREA = 5,280 SF <t (THREE WEEKS SFESCUE) 35 9.0 ELYMUS CONDENSTATUS I.0 4 .0* L // , (GIANT WILD RYE) 30 3. 0 p 3 ST I PA LEP I DA 35 4.5 (FOOTHILL STIPA) ESCHOSCHOLZIA CALIFORNIA 15. r ; 80. 9 LT MIX 2 (CALIFORNIA POPPY) 35 2.0 \\ / L / f VULPIA MICROSTACHYS f \ 9+10.00 /, f (SMALL FESCUE) 35 9.0 9 0. LT \ AREA = 170.100 Sf 3 5+0 + 14 8 .00 LT \\ 64.00 LT 1. LT 25+17.QO 65.00 LT 13+48.00 - _ CE 7. 0 LT 1 1+56.00 _ = 8.00' LT / 55.00 LT 47.00 LT TCE \\ 3 CAMINO DEL ORTE /,i `�� \\\\ E I MP-1 11 AREA 415 SF 10-1, 1 4 ' 15 12 0 AREA 9.05 SF I 13 AR ® + 17+71 / \ F ' fQ ` T BMP-10 1 1 R �• . TCE 4 10 AREA = 1 430 SF - ` 4 TCE 13+ �4A,550 ' 1�.00 I �E- I t i 52+ gp III ! s .00 T .oo / / \ 4 TcF c 6 N ' F oo e� r 2 T REA = 1.245 SF 50.00 T 4 � / z 0 w \ TCE R/W FLOW i \ F 50.00 LT Li E w a \ SCALE: 1"= 40' VAR. 3' 10' AND VAR. _---- FS & VAR. F1 tt � 5.0% 3 Oil - ------- e(�Qw�� D I RT SUSTAINABLE civil ��' '�q� 12 CULTIVATED A, y AREA W/ROLLED EROSION _ ��ENOINEENING SOLUTIONS a CONTROL PRODUCT(BLANKET) 17777 WIN STREET. SUITE G2 N. C63390 fRYIME. CA 92614 * Ekp9/30/1B w ML Ill RE GRADED DRAINAGE LSWALE (TYP) 949)221-0669=In ��tF IV= gR�' 2r1-8iO0-227-2g DayS 0aQiDly rn...plar naY.e..n r-I..91D+ OF tAV ca•pl loro..I to the(pproprlat. DN I gnod DY Dr-DY Ch-kW DY odl6ltio-of C.v.lopwnt mE/1r BENCH MARK City arw stDt. IDw. am D p-.1t CITY OF LAKE ELSINORE -I"°NO. SUSTAINABLE CIVIL °s` ___ER_ '� N•III^••�-„, ..r9•Ia•IY NDY D. 1. PLANS PRE►ABED UNDER SUPS OF Z. M Sta.-ri 1.93 E.-IM Enplt lnG ENGINEERING SOLUTIONS ATEFENESRANDAR, El"+ "'Fr'•"^S "t EROSION CONTROL PLANS 'j f... �DYI••rnt• Dat. 8 REVISIONS ADp A EI•vaflur 1411.0] Troff 1. A w�CITY ENGINEER 9n1 4 of Jp DDt. FEDRURY D1.2DIA R.C.E. No. D6]]9D SocL: 1•ro• CANYON ESTATE DRIVE-CAYINO DEL NORTE \\\\\\ \\\\\\\\\ \ \\ \\ \ 60.00 LT coPG5A < \\\ \ \ � SCALE: 1"= 40' CF \ \\ G \\ \ O� s O 0.00 LT �y \ \\ s_A \\ \ n 3 AREA = 170.100 SF \\\\ Cvx 3 �A \�\\\ Q \\ s 22 .00 67.00 LT \\�\ \\ y 00 L 1'�O sow Y 15 13 OB qR�4 4 �. 2 L Q. 4. 0 \\\\ /3 \ �y s 16 PEEP �� \\ / 58.00'ORT \� ? 2$ 16 �.�;i-'/'�'' 29+86 00 Bk-14 - TCE 2� /� AGE { 29+0 .0 42.00 RT 42+00 T 4 Tc� `.`'� 1 MIND DEL t 26 '/�%��/ 24 TE 66. TCE F 52.00 T \ + T 53.00 RT 72.00 q AREA = 144.550 SF \ 67.00 RT 5 .00 RT + \ \ I + I 62.00 LT AREA = 170,100 SF .00 LT + 3 AREA = 146.877 SF 57.00 LT 57. 0 LT . 53.00 + 3 49 0 LT + � I + 41.00 LT 3 W 56.00 LT 44.00 LT R/ _ _' ' !p`�� ` I 50.00 LT 56.00 LT36+00.00 T�t TCE PRo !p EQ R/,.,� - SCALE: 1"= 40' �>��.� ..- _ lw = �V 18 N R/'W 3 39 ;BMP-17 40 17 AREA AREA = 1.630 SF m m 32 37 = 2.61 SF = CAMINO DEL OR 33 13�iw - 44.0 RT _�_ ,- `n 41.�00 RTI I -�-- '--- -- 44+00 RT 44.00 RT 1 I ---P �d5E6 ��W� � 41.00 RT I 61.00* RT 58.00* RT 43.00 RT 41.00 RT I 41.00 RT I 37+66.00 4 AREA = 142.985 $F q AREA = 144.550 SF I Y�M4( DI RT dl/dTA/NAtLE CIVIL �,�``r P��g ENO/NEENHNO SOLUT/ONS c C63390 9 �' I 17777 WIN STREET. SUITE C2 1`1 I IRVINE. CA 92614 µ Em°730/18 w I (949)221-e669 etnlD `?.fj -800-27--2600 I I The-pl-hwe De-rwle eal for F OF CAJ� 2 rvhing Days Befcre You DIg o°epli-with the appropriate Dee 11 DY Dl-CY C-ea DY °o1W 1t i°ne of Ewel°pw f aW/ SUSTAINABLE CIVIL Rs FR �F BENCH MARK Dro.i q Ib• City arw State lave. oWW p p.rmlt CITY OF LAKE ELSINORE PE Neil IA peveent.(lull.upratlevHlY elaY M IeeUW PLANS PREPARED UNDER SUpE ��()I OF O.M'M Stetlan riMt.fa EelMiro Ergilterine EROSION CONTROL PLANS ENGINEERING SOLUTIONS ATEFEM ESKANnMI _�- Er Il_F�taj Idle$__ �fOV� Rhese Imp Plan far S°ele: "-a' TfO+f1O " LL. CANYON ESTATE DRIVE-CAMINO DEL NORTE 15 36 Date FEBRILRY pt.2012 R.C.E. No. C6]]90 thew ieproreeents Oate a REVISIDNS Alp'e CITY ENGINEER Sh o/ 1 83.00 T \ STArE 6 0 L R/W7 .00 LT 1040, LT 4161.00 LT 44-�51. 96.00 LT o - In - SC � 4 _ SCALE: 1 40' w`n � '"^� \ 63.00 L 96.00 LT 1 -wuj 18 r ._'�`1` , 97.00 LT vv))i 7 42 ^•�� -- .�- 3 AREA = 170,109 SF L 43 _ .�- L ---- \ + 7 4. PROPOSER%W �_�- `` ;� 4 .00 LT 2.00 LT 47+92.00T 1+00 LT 3 \ \ ` 4 .OPT 1. 5T+5U Q0 3 93+00 RT \ 46 C41�/ �z�FC `�- PROPp +0 50+50.00 'a E xxrn m + \1. NO 1E 1 AAq'_2 s •--_- mo 0 \ 48.00 R \\ �' �.. F A 0 REA - 2 -22 ---�-CF. - A = 2,79p 8 S - 1.775 SF 1 AREA = 1. 5 SF D D \ \ _ I 5 13141: 52 N 49 T \ 73. 0 `^`` ' �_- ! 50 21 AR A = 2.3 �F + o \ 72.0 \ -- - C1 STgrE R/W 41.00 39. 0 LT 39.00 LT \ 4 49. 97. 73+00 LT 3 AREA = 1 .100 SF 41.00 RT 48+49.00 43.00 R 4 53+P0 00 + \ 48.00 RT L 1.00 LT 73 + 4 AREA = 144,550 SF .00 LT . 49.00 LT 0 \ 5 .00 LT + 57+46_ 97.0 5s.00 LT 7+ EROSION CONTROL QUANTITIES ^ --------- � �'��. TCE 32 09.00 TCE �` �`_ -- -` 0 LT ROLLED EROSION --_-- �� -"` -- - - --- - - LOCATION DESCRIPTION CONTROL PRODUCT COMPOST HYDROSEED HYDROMULCH EROSION COATROL Pik (BLANKET) TYPE 2 (GSM) a �Ul P4 AREA = 1.650 SF 81�-24 sq ft sq ft sq ft sq ft sq ft ow CAMINO DEL NORTE Bi�p-23 57 ~ 58 0 EC TYPE 2 1.430 1.430 1.430 1.430 1.430 Z 56 59 I EC TYPE 2 415 415 415 415 415 wJ 53 54 1 55 3 , 2 9 _ �,,.....�-- Iw= AREA _ - _ �� - F F 6p EC TYPE 2 2.480 2.480 2.480 2.480 2.480 F EC TYPE 2 775 775 775 775 775 EC TYPE 2 4.575 4,575 4.575 4,575 4.575 __ EC TYPE 2 1-.730 1.730 1.730 1.730 1.7301 -- 39.72 RT 9.00 RT EC TYPE 2 1.820 1,820 1.820 1.820 1.820 + \ 57+09 00 EC TYPE 2 2,635 2,635 2.635 2.635 2.635 48.00 RT A 49. R \ EC TYPE 2 1.630 1.630 1.630 1.630 1.630 + 66.00 RT 69.00 RT \ 4 AREA = 144.550 SF EC TYPE 2 2.790 2.790 2.790 2.790 2.790 EC TYPE 2 1.775 1.775 1.775 1.775 1.775 EROSION CONTROL QUANTITIES EC TYPE 2 2.340 2.340 1 2.340 2.340 2.340 EC TYPE 2 1.025 1.025 1.025 1.025 1.025 LOCATION DESCRIPTION COMPOST HYDROSEED HYDROMULCH EROSION CONTROL EC TYPE 2 2.980 2.980 2.980 2.980 2.98D TYPE I (BFM) EC TYPE 2 1.650 1.650 1.650 1,650 1 1.650 sq ft sq ft sq ft sq ft TOTAL 1 30.050 30.050 30.050 30.050 I 30.050 I EC TYPE 1 19.255 19.255 19.255 19.255 2 EC TYPE 1 1.245 1,245 1.245 1.245 �M4( 3 EC TYPE 1 1709100 170.100 170.100 170.100 Est DI R T SUSTAINABLE CIVIL SCALE: 1"= 40' 4 EC TYPE 1 144.550 144,550 144.550 144.550 ENGINEERING iOLUT/ONd a 5 EC TYPE 1 5.280 5.280 5.280 5.280 17777 WIN STREET. SUITE G2 t No. C63390 / IRVINE. CA 92614 kE>tp-9/30/18 6 EC TYPE 1 3.680 3.680 3.680 3.680 (949)221-8669 nnln OF VCAV z�a-80ing -227-2 00ou oio TOTAL 344.110 344.110 344,110 344.110 Th-pla.na..been r-I.-a for caspl Iaoo with the aWoprlat. Drips by Drawn by ClwoNw by BENCH MARK pond Ions of do,olopn♦nt and/or F- 1 wln9 NO.�'ty aw1 9*°*• .awe. °p.rmlt CITY OF LAKE ELSINORE8U8TAINABLE CIVIL RSC FR 'E PE"^' -*• osirr.i y" IeS�at0.11 Rt st.tlm a'-s E�I.tinp EnDin.srina EROSION CONTROL PLANPLANS PREPARED UNDER$IIPE 1^ 10ENQ/NEERINO 80LUTIONB ATEFENESKANDMI & .j l�� R•t•r•lwp Pia'•for Saalec 1'-.p' rfOf*iC CITY EMC WEER CANYON ESTATE DRIVE-CAMINO DEL NORTE6aF36 Data FE.RIIYIY Of.tote R.C.E. No. C6]]9D tMss i.provwr..s pot• B REVISIa15 App'a a CL 1410 _ o a w SAGECREST DRIVE _1410 F w SK€W-10.00• M w lf]Dq� oo> Ol > + o Z pp rr rr F w Fo FZ JUC7 QIT 2U - J> [C w CL v),- w 1400 _ o FG O v) _1400 N u N Q N U q 5' LIMIT OF N CONCRETE SACKFILL DG —_--ram--- r ——---= 1 _----- — I 5--0.0310 24' X 41 ' RCP I .O1 2 4"_x 66' CP ` 1390 L-- F 14 1390 ----- Vmax 6.02++,/sto. (25 0.99 e#s CURB INLET V max = 6.O2f#✓s F 3 1.41 FL 1 91.41 CATCH BASIN N ET EXISTING CATCH BASIN NO_ 1 74 STORM D R AKIN N 0. I CURB [BASF LE STD PLAN 302A CAT BAS I-N- W-16' COUNTY STD DRAWING CB1.00 STA. 9+09.-25 LE STD PLAN 302A V=4` W=28': V=4' HORIZONTAL: 1"=10' W-16' PROPOSED RECONSTRUCT CURB INLET VERTICAL: 1"= 5' V=5.3' R/W OPENING PER DETAIL DETAIL uj SHOWN ON SHEET 23 CANYON ESTATES DRIVE F SKEW=9.g174° w f z 1 420_ o a �j 1 420 C3 rn z _ 1DI o +J �IYo O O F �F� FG Q J Z EjQ F- M � c) ,C7 o" j HEADWALL 'T J ———— (TYPE Al 1410 u --- -----' —-- ` HEADWALL I ( --- (TYPE Al OGI FL 14J3.2 , R P x. 18 R P 9 3 ------------- 1400_ ------------- - 1400 Qrwx = 646.4 ofs,: Q100 46D cfs __-- Vmcx = 13.55 ft/s 1/2T RSP FL 1 9 4 l STORM DRAIN NO. 2 L=36' 'TA 8 .�9 W=12 TO 37' HORIZONTAL: 1"=10' T=3.5' VERTICAL: 1"- 5' CAMINO DEL NORT€ CL FRAtdKLIN STREET SICEW�2.6272• C)w SK€W=45.2-151° o F 1 w �f N OI { mcr o' N) p l + w +I Nz `'' ko Nz �I _ <j a{ Z I �" 1420— TRIPLE 54" RCP Nj �! ELE =1414.10 0 _1420 a ] W/ TYP GCP INLET m j FG 1 AND CONCRETE APRON � I 1 -- I — — ------------------- -- — -- --� -- 1410 _ _--------_�-- — / --, 8 B" 74' RCP 67-' 41MIT aFi C$NCj2ETE SA$KFIL4 I _1410 OMax = 8.70 cfs: FL 1 1 Vmox c 4.91 ft/s --- --- 1.2 Clearance REMOVE AND DIOSE OF XfSTI 16" SP V � � EXISTING 18' CSP EVMWD, WPT R LINE dUdTA/NAtLE C/VIL %le � ENO/NEERINO SOLUTIONS a 9 1400_ F 4 3 2 STORIMI DRAIN NO. 3 lgoo 6 >e IST A "/Siff 84•C/1 - - 17777 WIN STREET. SUITE G2 No. C63390 FL 1 D •83 - - - !•'V Y 17�7 IRVINE. CA 92614 E:p.9/30/18 '� (ML IL FIFE HORIZONTAL: 1"=10' (949)221-0669-M 1-800-227-2600 VERTICAL: 1 5' P OF CAUFI 2 IDrMrlp DTO Bef re You Dig Twee P 1 be have Deen rev I ere0 fcr r d1 lance rf d iM cpprcpr lcte Dael QieE DY Droin DY Cli.dtea DY caty ndne.t ae"elapn d apor.i BENCH MARK city One sta+. lire. o,�a p.rmit CITY OF LAKE ELSINORE °^°""°"�• SUSTAINABLE CIVIL "�` FR n N.II :^.«—^*••':-^•epproel�vt.lY IDDY a IesuW. p PLANS PREPARED UNDER SUPS j�()� DF E ^'*=2f«'•"E•'•*'^' E^°"'•'r'"° STORM DRAIN PROFILES AND DETAILS ENOINEERINQ SOLUTIONS ATEFEN ESKANDARI _/ ice l� C�i�II�Frewllns rf El.vatlon 1.1].W ApprweE Dote FMUARY 01,2D7e R.C.E. No. C63390 Re;Mee;Ilpr�l�rt: Dote a REyISIDNS App•E Sool.: 165SHm Trofi'o CITY ENGINEER CANYON ESTATE DRIVE-CAMINO DEL NORTE 5„�7,F36 CANYON ESTATES DRIVE SKEW* 01 �I a N! In +IN 1430 rN- Njv�i N w _1430 J ai� m K F-Ir Z N.� + v_ N j N^ C4 QI 0_Y Z W a O¢ 142C �� I `� FG `r w 1420 440_ �\\ i OG n< PROPOSED -- - _-_ - - - - R/W - `-- 1 --- Q Lu r CAMINQ DEL NORT€ a �� SKEW=2.6272° OD 0 z 141C 0 1- S�_p 1273 430 J Qiol p w 1430 FL -1411.07 24. 0 9! . +~ CURB INLET N 6p' o - tA T!� ccrl CATCH BASIN RCp HW (H=6 -2 ) 1/2T'RSP o LE STD PLAN 302A L--34 o a icr Y W=12' �\\ W=12 TO 37' �! o a V=4' Qflax - 51.0cfs: 025 0.66 cfs - - - - T-3.5' h ' �� Vmax = 16.23;t/s r A E ��` N� STORM ©RAIN NO. 4 FL 1403,43 i4po 420_ —' _ ! �� v=1414.1fl 1420 ETA 5+28.33 �� W/ fiYP GCP INLEfi i ��` W/ TYP GCP INLET H I ONTAL: 1"=10' AND CONCRETE APRON QpRR ZZ AND 5' LIMIT OF i AND CONCRETE VERTICAL: 1"= 5' CONCRETE BACKFILL! ------------- -----'------- -----� - ------ =-0.0 27 18" 1 - - 410_ Q25 = 5.50 cfs _1410 Vmax = 3.10 ft/s FL i 11.35 F 14 1 0 CAMINO �DEL NORfi€ STORM DRAIN . NO.' S j 4 1.0 PROPOSED SKEW-SP:7437• PROPOSED S T A 10+80.04 R/W R/W HORIZONTAL: 1>f=10' Qp VERTICAL: 1"= 5' PROPOSED ti! 1 S-,lot NTS CAMINO DqL NORTE R/W DRAINAGE 1430 ®tiO 111Lo 1430 EASEMENT Ir SKEW=2i,6272• - DRAINAGE N DRAINAGE of EASEM€Nfi In W in FG 'r'}uJ� EASEMENT In l ((0? +1N J I L DRAINAGE �ia� In Z .r EASEMENT FG ��c M t'Z - -- v J J —) 1420_ �j� 0 _1420_ m a 1420 o NZ 1 J �U Doi .. J tr; M1 J — ----..—.--_---- Ot a W ------- — _ _ U Z --------- "'V FES „- x 108 RC? _ - - ------ - - -- --"- _ S=-0.0368 _ ------- 1410_ �� _1410 _- - - ------'- - --�-'-J-- - - FL 141 1 ----- Qmax 49.T cfs: 0100 19 cfs _1410 OG Vmax = t0:12ft/s HW (H=fi'-2") (I�6'�"} F 14 .94 STOIai�A DRAIN NO. 7 L=10' STA 10+17.86. _-__-----�- - ;1 W=5' TO 7.5' HORI�DNTAL: 1"g3D' . ------------ ----- ---------5==b:01T�----SO" x 117' RGP - - T=2.7 VERT CAL: 1 5 ! -- ' 1400_ FL-1 402.7 1400 14©0 ---------- Qmax 54.6 cfs: Q1� W=7.5' 47 cfs - - - Vmax = 11.11ff/s L=10' �14000.69 STORM DRAIN NO. 6 ES T=2.7' STA 13+23.5Q SUSTA/NARLE CIVIL ENGINEERING SOLUTIONS a 9 H�E)R I ZDNTAL: 1�'=1D � 17777 WIN STREET, SUITEITEG2 G2 N. C63390 VERTICAL: 1"= 5' WIIE. CA 92614 EIA/30/18 * DII IU Rff 1390 (949)221-8669—in ��J rvl p� 1-800-227-2600 1 390 ThR Dia+a HUY•Dtwn—1—d f F OF CA�1� 2 IDfkilq Days Before You Dig Owlpl IQ 4ENWGIkEi pprC0Fi0tt1 DAo IOTNE DY DrO.n DY Clocked DY cond lOro SUSTAINABLE CIYIL •� FR AE BENCH MARK Dro•In0No•City Qi0 5tan°a P. TtCITY OF LAKE EL8INORE FE .li 1.Pw�nr. I�.iY m°Y°° 1DMi STORM DRAIN PROFILES AND DETAIL8 PLANS►REPARED UNDERSUPE y�y)�OF O.H'Rt SMten ri 11.93 Ex wM EnDi—inD ENGINEERING SOLUTIONS ATEFEHESKANDARI /!✓ Af�.lRH.rRrw•oV fo. SOal.:AS SHOWN T��f1oK CANYON ESTATE DRIVE-CAMINO DEL NORTE �8 36 DMAI FEMIIARY Ot.zote R.C.E. N0. C6]]9O ffNN IApI'w.nont• DaH 8 REVISIONS App'E C Sn of PROPOSED R/W CL RA I NAGI PROPOSED CAMINO DEL NORTE ASIEMEN$ CL R/W SKEW-9.0753" v w CAMINO DEL NORTE SKEW=T3."6271' 1470 u;Z 100r co I 1: PROPOSED 0 CO. F J DRAINAGE R/W wcc w t Z F I w EASEMENT U-) 0 afit- i O N iQ FG vU DRAINAGE 1450 z N IFm ? J v DRAINAGE 1450 j EASEMENT — w a.v a — I"0 fG I^ L0 cl EASEMENT 1460— I 1460 ~Z 4 V J I N w ------ - --`J HW a -� o� ---------- ------.__------- 1..---------- __ —a--'-•.�= J --_ - WINGWALL 'c1 1440 (TYPE D) _1 440 �cJi GG SEE SHEET 21 1450 „_X C 14�O WINGWALL I OG - _ - r _ _ FL 1454.34 (TYPE D) I ---a----- -" _ _ Sf ^.0 SEE SHEET 21 ------"'-' 2-4' x 9b-5' 3RC@ FES S=-0.0362 QngQX ? 51.3 ifs: Q = 30.67 ofs Vmox = 10.44 ft/s TOO -------T43T)_ QMX__-546 Cfsa Q - 357 cfs 1430-- STORM DR IN NO. 9 O� umax = 16.46ft/s 100 FL 44$5.50 1440— 1/40'-R� FL 1443.67 ST 2 +82. 8 2T RSP FL 1432.00 W=7.5'T=2.7 VERTICAL:HORIZONT 11 9 L=32' T=524 TO 48' STORM -D?R'�AtN NCO. $ CL STA 24+88.80 CAMINO DEL NORTE HORIZONITAL: 1"=10' SKEW=48.1746• PROPOSED 1420 VERTICAL: 1'= 5' PROPOSED R/W — R/W w 1470—DRAINAGE ) {J —1440 EASEMENT *I I`wo OD10 Lo �o i 0l or z - FIGwIQ o` I� •c� CL COLu I M� DRAINAGE LLTIMATE CAMINO DEL NORTE ULTIMATE I"C3 I EASEMENT R/W SKEW-7:087* R/W 1460 -'z I 14�i0 rn w N� In — - 1- In�M NIH p O N1M z .0 U In ^�� Op In lw - J J 1470 U 1 0 w 1 470 F-O M I - F z �I GEz OG HW Oo 6 I 4' LIMIT-OF 'a , co J ; CONCRETE BACKFILL �,1 1450 — FES c� ( _14�50 1460— ---�-- �—s- HW -1460 --- Qmax = 64.Ocfs: Q - 30.67 ofs FL 1449.23 FES _�---ram~ vmax = 9.06ft/s 100 x 7 L=12 FL 1446.56 STORM DRAIN NO 11 -- — — GRAOx = 46.2 e#s: {} = 30,67 ifs 1440 _ T- . 9' STI4 S8'+20.2 —1440 100 T11 HORIZONTAL: 1 '=10' L=12' FL 14-55.60 Vaax = 6.54 .ft/s. VERTICAL: 1"= 5' FL 1457.79 Wes'TO 9' OG 1450— T=1.1 1450 STORM RAl o— 10 — CIVILh� �$p� D I RT auar�/N��LE �"� � 1 ENGINEERING SOLUTIONS s O P S +.5 17777 WIN STREET. SUITE 02 No. C63390 Qp HORIZONTAL' 1"=1,0'. IRYINE• CA 92611 ♦ Exp9/30/16 * WWRE VERTICAL: 1"= 5' ('4 9)211-e669—In �'r 1v1 �� 1-800-227-2600 Tnew plaro lw o been rwl—cl far F OF CAV 2 Woking Days Before You Dig oalpllanes wlfh the appropriate 0-19fMa by Omen by Clwdcea Dy o 4 flo of Oewlapmnt aW/a' BENCN MARK City and State law, WW a permit Drwinp No. SUSTAINABLE CIVIL R:L FR .E KN,,, ,n,,,.,... ,,�,,,, E ,,De I—.,, CITY OF LAKE EL8INORE PLANS PREPARED UNDER SUPE DF o...'M SMim teNt.e3 Etlrllnp n91n..rinD STORM DRAIN PROFILES AND DETAILS I In•Fra'nl in Sfr.N ENGINEERING SOLUTIONS ATEFEX ESKINDARI _Ji l� ELva1Im.IH3.0] Apprde0 19 36 Refererge Plan for Soolet SHOWN Trofflo A A LL. CANYON ESTATE DRIVE—GAMING DEL NORTE Date FEBMIARY pt.2018 R.C.E. No. L63390 illeee leprdeeenfe Date B REVISIONS App'a CITY ENGINEER Sn of CL CAMINO DEL NORTE SKEW=39.5600' I mtlo r v r-r IntM , PROPOSED + PROPOSED R/W aI + R/W 1460_ rl v o 1460 N.I — . r FG I z t o� t 0a U t .0 U 1450_ DRAINAC€ — 1450 EASEMENT HW N ui t " OD " J 1440_ r 0 __ _/ 1440 J a tlt 13 —— /— FL 1444.02 f do P tN�ET13o 1 A y OG y a S�U.13 / Qmax =.5S.9 cfs; Q - 26 ofs 1430_ _ VMX = 12.OO ft/s 10 1430 FES STORM -DRAIN Nam. 14 CL ST� � CAMINO-DEL �NORTE 42+ 6 �1 .7— PROPOSED SKEW=14.815$* PROPOSED HORIZONTAL: 1/2T RSP VERTICALt 1"= 5' R/W R/W L=10' vt W-5'TO 7.5' T-3.5 FG 1420 FL 1425.51 1450 �IQ N�Q z 14�0 �i + J v) Q to r 0 CrZ 0a Q J U 1440— DRAINAGE 1440 EASEMENT HW / 1430 rn r FL 143�. 14(30 Lin�o + J o t SNO :x ° X OG N a 1420_ 0 0 A 14QO °'l, Qmax = 62.9 afs; 26 ofs Vmax = 12.81ft/s 100 _ STORM DRAIN NO. _13 FES STA "+74s14 HORIZONTAL: 1"=18' VERTICAL: 1 5' � Es QiLWmL R T 1410 -- SUSTAINABLE CIVIL 9 FL 1412.00 ENGINEERING SOLUTIONS ~ 1/2T RSP 17777 I111N STREET, SUITE G2 No. C63390 IRVINE. CA 92614 E>m9/30/16 Da Ill.nff WK5.'TO 7.5' I9191 221 e669 moin 9f. IV1� !� 227-2600 T=3.5_ The plane h—peen—1—d f F OF CAUL 2 Wk Ing fnp Days Beale You Dig Dw 11 by Dr—by CIN by opltaltlMe Of O�v�oyE�n ana% SUSTAINABLE CIVIL Rsc FR AE BENCH MARK E Drrn tna Ib. City aid Stote iaw. and a prmit CITY OF LAKE ELSINORE R Nel n Pa..E�M.fiuN.axra.lEa�.y °i isiii° STORY DRAIN PROFILES AND DETAILS PLANS PREPARED UNDER SOPE DF 0•.1'M SMIan 1, EYIHInp neirwArinp ENGINEERING SOLUTIONS ATEFEN ESKAIO al /�1ti_J� R~—Pl—far E AS SHOW Tr�Ic A L • CANYON ESTATE DRIVE-CAMINO DEL NORTE 20 36 Dat. FE101ARY p1. JA R.C.E. No. C61190 th—isprov�ti :m. REVISIONS App'a CITY ENGINEER Sh pf CL CAMINO DEL NORTE PROPOSED S4(EW=S.1675. PROPOSED R/'W I R/W V j +I© DRAINAGE EASEMENT �Iv p V) ti I ID j IDw v , 1440 _ DRAINAGE ------_��-------- Or z -1440 EASEMENT o LW oa W V Q J 1430- 1430 C, - �V CD J V HW 1420 ice/ 1420 CGa55.lYI: 2000D 1 FL 1418.75 _ 1410 3 - FES 5 7 B CfWx 72.2 cfffi: (� -34 CfS J wm= = 14.72 f't/s 100 $TO* -BRAt# -". 14 1420- CAMINO' DEL NORTE 14?0 --- STA 46+'M.5 PROPOSED SKEW=7.3,021° PROPOSED HORIZONTAL: i"=10' R/W 1 R/'W DRAINAGE LT10'RSP O VERTICAL: 1 5' EASEMENT j w W--5'TO 7.5' FL 1407.00 T=4.4 �In N.40 +J •I CL 1410- 'b F T1411 1440 CAMINO DEL NOAITE tnj g SKEW=34.3400' 1440 v �j oo a V)' v DRAINAGE PROPOSED PROPOSED J i a Q EASEMENT R/W I R/W o I w o I m aGro °$~ ciN z 1400- P _� �� --- , 1490 Q + J !__ -- 1430- Pj� 0 1430 w cw QI F-0 V) J z i cck a HW N P L) F E S M I 1390_ S=-0.0'�2--24-x W2--�R------ -- h 390 4mx = 20.3 cfs: 0 = 17 cfs --- ----- _-'!-- urnax 6.46 ft/s 10EJ FL 1391.30 1420 --------T��.�---.------ 1420 HW - FL 1369.44 STORM DRAIN L�S�. 16 L STA _;:4+11.75 W=4'TO 6' HO I ONT L: 1"=10' VE TICAL: ill-- 5' ------------- // T - - 4 _-_.---�/ 5=-0.0255 42" x 97' RCS -- -- 1360_ W=7T0 10. D I R T 1410 T=2.7 Qmax = 101•5�f-Q,00 95 C#s 1410 SUSTAINABLE C/Y/L FS 2 - $ ©� DRAM #N 0. 1S F 1414.00 I �r a ENO/NEl/1/NO SOLUTIONS ao �p ��cJ No, C63390 17777 WIN STREET. SUITE 62 ♦ 9/3a/0 1C D IRVINE. CA 92614 Elcp u STA *9 ; I919)zz1-es69 An1n 1-800-2ILLRE 0 FL 1411.53 HORIZONTAL' 1: "�1@@' . 4/E IVI � VERTICAL: .1 r=..5'_ Thr plane hme De.n r 1—d f OF CAU 2 Ming Days Before You Dig oapllanw with th.gWWria+e 0-19 a by Dra yr Dy C1MakW by aantli+la of O.w1p NN+m0/p BENCX MARK CITY OF LAKE ELSINORE �2'1 "°8USTAINABLE CIVIL RSC FR .F E GI+y an0 s+a+. la... aWa P—I+M' 'S�e I -I..I Ex M�mIc y Iglne.fina •=aY W Ie.1MPLANEPREPAREauNGERwvE aF a.r :1 F�aR11 s+r«r STORY DRAIN PROFILES AND DETAILS ENGINEERING SOLUTIONS ATEFFN ESKAIDARI EI«^ --3..0u+. FF.MIIRY a=.2e1. R.C.E.No. C6]]eG R+lw..�,;,' . ,p+. , REVISIONS App•a 5«�•= sNoeN T�°"" CITY ENGINEER CANYON ESTATE DRIVE—CAVING DEL NORTE af36 CONSTRUCTION NOTE CONSTRUCTION NOTE 18 CONSTRUCT PARKWAY CULVERT TYPE "A" (TYPE 1 ) CONSTRUCT 8'x4' REINFORCED CONCRETE DOUBLE BOX PER CALTRANS STD PLAN D81. SEE PROFILE ON SHEET 18. 40 PER CITY STD N0. 300A AND DETAIL SHOWN ON SHEET 22. 19 CONSTRUCT TYPE "A" WARPED WINGWALL PER CALTRANS STD PLAN D84. SEE DETAIL ON SHEET 22. 43 CONSTRUCT GUTTER PER CITY STD NO 209 CONSTRUCT TYPE "D" STAIGHT WINGWALL PER CALTRANS STD PLAN D85. SEE DETAIL ON SHEET 22. 9 Cq N Y AND DETAIL SHOWN ON SHEET 22. VIEW DR s yOs. ems, 19 40 ==6, 8 19 ts• LzAS yam- 20.00' LT 8+50.00 34. , 1412.82 FL °' 3�3 20.00' T 8+24.70 TYPE "A" WIN H'9 28.50' LT STA 8+42.61 A \� A 28.51' LT8STAF8+32.25 TYPE "A" WW 1412.71 FL 141 .73 FL 43 40.3 ' LT STA 8+32.25 1412.50' FL 1410.79' FL 1410.71' FL MATCH EXISTING MATC EXISTING Wes' GUTTER DEPRESSION GUTTE DEPRESSION 3' 16 '�N_EXIS i„ PROTE T IN PLACE ............... I G CURB INLET -e8 Nc7p, N 70 GUTTER DETAIL 20 SECTION A-A NO SCALE TYPE "D" STRAIGHT WW CANYON VIEW DRIVE BOX CULVERT WINGWALL (WW) DETAIL (TYPE "A" & TYPE "D")��1� PARKWAY DRAIN AND CROSS GUTTER DETAIL DOUBLE 8' X 4' RCS "� `� NO SCALE NO SCALE C CONSTRUCTION NOTE ONSTRUCTION NOTE CONSTRICT TRIPLE 54" REINFORCED CONCRETE PIPE PER CALTRAND STD PLAN A62D AND PROFILE SHEET 18 AND 40 CONSTRUCT PARKWAY CULVERT TYPE "A" (TYPE 1 ) 11 DETAIL SHEET 22. PER CITY STD NO. 300A AND DETAIL SHOWN ON SHEET 22. 19 CONSTRUCT TYPE "A" WINGWALL PER CALTRANS STD PLAN D90. SEE DETAIL ON SHEET 22. q3 CONSTRUCT GUTTER PER CITY STD NO 209 AND DETAIL SHOWN ON SHEET 22. 19 49.55' LT 9+55.86 19 1397.53 FL MATCH EXISTING GUTTER D 30.41' RT 9+39.95 1397.40 FL 43 21.31' RT + Wes' 1397.28 FL 3' 3' A \I 40 Ste' - - ------ - -��---- - --------- - 0 Z6,I GUTTER DETAIL SECTION A-A 70• NO SCALE 62 n, �,I S 19 0 19 �= dUSTA/NA/LE CIVIL TYPE A HEADWALL DETAIL ENO/NEED/NO SOLUTIONS � 1 9A SAGECREST DRIVE 17777 W1N STREET. SUITE D2 No. C63390 TRIPLE 54 RCP PARKWAY DRAIN AND CROSS GUTTER DETAIL �1�1 1RVINE. CA 9261f t E P9�3D�tR 0-227- NO SCALE +� +� 9191221 8669 "In �'r Iqt� 1.� t-Boo-zzT-2Boo NO SCALE F ov cAo�' 2 Ilalcitq Days Before You Dig Th-e pia-have O..n r.V t.wd f calpliorl0..im t1w appropriate De.IDr"d by Dram by Dhocked by CITY OF LAKE EL8INORE BENCH MARK City and Slat. IQw. OM a Per"It SUSTAINABLE CIVIL °s` `" '� R.II 'n P" fla.n..PP n.lo.Iy E°" 'r'"° �y I DRAINAGE DETAILS PLANS PREPARED DNDER$IR'E OF 0.N'Rt SMlal riN1.9]F.I.tinp ee�� Cl.�wri'oT ii'�oin street Ap�ap.d ENGINEERING SOLUTIONS rr. ( LI, R.f.relq.Plan.for Troffta LL CANYON ESTATE DRIVE-CAMINO DEL NORTE 9nZZos36 Date F e"•.Y OI. 01e R.C.E. No. Cc3390 It- iprOv.e.nt. Oaf. R REVISIONS App•d Soal.l NTS CITY ENGINEE J ' 21 CONSTRUCT LIGHT ROCK SLOPE PROTECTION (RSP) PER DETAIL SHOWN ON SHEET 23. 39 RECONSTRUCT CURB INLET PER DETAIL SHOWN ON SHEET 23. 45 CONSTRUCT 0.33' CONCRETE DRAINAGE INLET APRON PER DETAIL SHOWN ON SHEET 23. G C4TCH BASIN N 1 C9 COUNTY STT DRAWING CB1 0 46 CONSTRUCT CONCRETE BACKFILL PER DETAIL SHOWN ON SHEET 23. 15' 15' \ W V-4, CONCRETE CAP CURB OPENING I B e PER SECTIOK A-A AND ADJUST MAN OLE TO MADE I PIPE j INLET CANYON A S DRIVE •"e e�'/L/� A 6' i A `- ---�---- 17 -- - ----- ---- -6---------- ---- FLOW 6' I PLAN 6' 6' 1 DRILL 2" SLEEVE. PLACE SAW CUT #5 REINFORCEMENT BAR. AND EXOPY GROUT 12' I� L CONCRETE Q 18" ON CENTER r----- --- REINFORCEWNT BAR B I I 1 --------J 0.33' CONCRETE 3' I PIPE INLET N SAW CUT NOTES: I DRILL SLEEVE. PLACE 0.33' CONCRETE � � � � #5 REINFORCEMENT ORCEMENT BAR. 1. SEE RIVERSIDE COUNTY STD DRAWING AND EXOPY GROUT CB100 FOR DETAILS NOT SHOWN. SECTION B-B Q 18" ON CENTER 2• REMOVE AND DISPOSE OF INLET PROTECTION BAR j i i i}r*_a SUPPORT BOLTS. �PIPENLET I 1 ___--y( i DEPRESSED CONCRETE APRON DETAIL 45 15' I 15, --------- NO SCALE ---� I SECTION A-A SECTION A-A INLET T 46 NO SCALE LENGTH .5T *4 BARS RIP RAP �QQ Q FLOW" C �O C r T FG x _ FILTER HMA-A PIPE 0.5' s RSP FABRIC e ° a ° eee. e: e '.ee SECTION A-A a4, L 2 AB. A. A. cL z AB Q Q NO SCALE .e' � eCONC. BACKFILL FLARED END WIDTH(a) � e (CLASS 4) eeSECTIONj .PLAN Oe e SEE PLAN O O O O x OO I O O FES z O I O w I ROCK SLOPE PROTECTION (RSP) 2' VAR. D I A. 2' PIPE x J pgAINNo. FACILITY STATION WIDTH(a) WIDTH(b) LENGTH THICKNESS IT) CLASS PIPE � I BASIN Z I _ DRAHMAIN OVERSIDE 25+20.00 8' 8' 4' I. I' NO.2 FLOOR J j DRAIN \ 2 3-54" RCP 8+96.69 12' 37' 36' 3.5' I/2T THICKNESS �� RSPQ� �.`` i 6 3o RCP 13+23.50 7.5' 7.5' 10, 2.7' I/4T CONCRETE BACKFILL DETAIL 46 H A-1 1 7 30' RCP 18+17.96 5' 7.5' 10, 3.5' I/4T go j U 8 2-8'x4' RCB 24+98.60 32' 48' 32' 5.4' oo 2T 000 O 9 30" RCP 29+82.38 7.5' 7.5' 10, 2.7' I/4T RSP FABRIC A 10 36" RCP 35+37.32 6' 9' 12' 1. 1' NO.2 6- 11 36" RCP 38+20.25 6' 9' 12' 1. 1' NO.2 WIDE 12 30" RCP 42+56.73 5' 7.5' 10' 3.5' 1/2T SECTION C-C WIDTH(b) SLOT 13 30" RCP 44+74. 14 5' 7.5' 10' 3.5' 1/2T ( DiL4,6FRT ROCK SLOPE PROTECTION DETAILS PLAN 14 30" RCP 46+16.50 5' 7.5' 10, 4.4' IT dUdTA/NARLE CIVIL Q v 21 15 42" RCP 49+68.84 7' 10.5' 14' 2.7' I/4T EN6/NElll/NO dOL UT/ONd � C63390 R 1 P RAP 16 ,TT TT MAIN STREET. SUITE 02 24" RCP 54+1 1.75 4' 6' 10' 1. 1' N0.2 IRV71W. CA 92614 Eap-9/30/18 ENERGY DISSIPATOR (949)221-6669 nDfn O�rF Cry, �� 2 1 0-22B7-2 00 Dig NO SCALE OF CASDqs Th•«Dl arr iwv fxwn rwo••t •f caloliarlo•wim in•�Drapriat• D«IpM•by Draw by cn•d«by City and S of ar• Ond aPN BENCH MARK CITY OF LAKE ELSINORE °�°"^°"° SUSTAINABLE CIVIL Rsc FR .F cttr arw stet• law. an°°p.rRlir FE N•II In Pww».flu.n.mPru�lvr.lr nnr D• isew PLANS PREPARED IA•lER slwE aF °'«'R,s+alan z•«''"E='..'no DRAINAGE DETAILS C.I.NrI IM Frar.cl In S- ENGINEERING SOLUTIONS ATEFEII ESRAIIDARI i _�� Elwq.le w I.IS.W ADDr"b R•f•r•Iq•Plan•far S°•1•s NTS Trffia A A LL. CANYON ESTATE DRIVE-CAMINO DEL NORTE Z3 36 paf• FE9RWR R.C.E. NO. C6]]90 fn•«Illpr°vM.n+s D°f• 9 REVIs1p15 App'a CITY ENGINEER Sh W LEGEND STAGE CONSTRUCTION -ONE POST SIGN 10-STAGE 1 CONSTRUCTION AREA, SEE STAGE 1 TRAFFIC HANDLING PLANS, SEE SHEET 25 2O-STAGE 2 CONSTRUCTION AREA, SEE .STAGE 2 TRAFFIC HANDLING PLANS, SEE SHEET 26 k -TWO POST SIGN 3O-STAGE 3 CONSTRUCTION AREA. SEE STAGE 3 TRAFFIC HANDLING PLANS, SEE SHEET 27 CMS-PORTABLE CHANGEABLE MESSAGE SIGN Q-STAGE 4 CONSTRUCTION AREA, SEE STAGE 4 TRAFFIC HANDLING PLANS, SEE SHEET 28 Ali -•--FLASHING BEACON /I\ Em - INDICATES CONSTRUCTION AREA B \ 11 C3 CD i C:�5 C,-�R�-Y"yO�"N}ESTATES.j1@ � 3 2 - _ 0 IJ� ? °❑ [J �O I IL�II STONE I;REEK DR •� 2 _.__;__ � � - ACCESS TO PROPERTY TO BE MAINTAINED SAGECRES? 5p, DDR AT ALL TIMES DURING CONSTRUCTION V" ? A �EY1 CATS J CMNrON C A C g A e CAMINO DEL T ' E AT MAIN STREET CONSTRUCTION AREA SIGNS (STATIONARY) PLAN CODE SIGN CODE PANEL SIZE (Irm) NO OF POST (EA) W20-1/W FLASHING 48'x48' 1-4' X 6' 8 BEACON © G20-2 60'X24' 1-4' X 6 8 © C40(CA) 72'X36' 2-4' X 6' 6 �D NOT USED �E RII-4 48'X36' 2-4' X 6' 2 ROAD �F TRAFFIC FINES C2(CA) 36'X24' 2-4' X 6' 1 WORK DOUBLED CMS — — 4 TO AHEAD END CONSTRUCTION ROAD CLOSED R O A D ROAD WORK ZONES THRU TRAFFIC CLOSED NO SCALE: W20-1 G20-2 C40 (CA) RII-4 C2 (CA) NOTES: ❑A W/FLASHING I. ALL SIGNS SHOWN ON THIS SHEET SHALL BE PLACED IN CONJUNCTION BEACON WITH OTHER STAGE CONSTRUCTION AND TRAFFIC HANDLING SIGNS s DI R T 2. EXACT SIGN LOCATION TO BE AS DIRECTED BY THE ENGINEER SUdTA/NARLE CIVIL � 09 ENGIN ENS /NO dOLUT/ONd Q 9 p 3. CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACED AS DIRECTED BY THE ENGINEER E EN INM41 sraEEr. Na. c63390 17 Q9 4. SIGN QE AND QF TO BE COVERED WHEN NOT NEEDED FOR DETOURS IRVINE. CA 92614 * E.9/30/18 + OLLIKRff (9f9)221-8669 a In .� IVt 1-800-227-2600 rf OF CAV 2 ftting Days Debra You Dig Tlrss Dlaro lava Wsn rwlstrad far Dssi grrd by Or—by crrat.d 0Y aWlilans of dwsla��anNar BENCH MARK Drwirq No. SUSTAINABLE CIVIL RSC F" Ma11 'a—.„� aosra.I.er.IV EnainMri q Clty aw Siais lays. and a parmli CITY OF LAKE ELSINORE �1�} 0.��'M ataflm 2{N1.fJ Ext.tina 111py IaaUW. PLANS INIEVAREo uaER stIRE/I(�/J.1°.F J' �. as.r»+ CONSTRUCTION AREA SIGNS ENGINEERING SOLUTIONS ATEFEI'IES s=zG _ E'w I-1HS.W ApprwW 4 36 R.— [Np Plan.far saal.: ,•.NO SCALE Traw'O CANYON ESTATES DRIVE-CAMINO DEL NORTE Oo}..FERRWRY Ot,20ta R.C.E.Np C63190 1haa. ImyravMlM.is Dai. a REVISIONS ARG'd TY of LEGEND STAGE CONSTRUCTION NOTES FRANKL N STREET srAGE 1 SAW CDT LINE I C30A1 CA)4 � � 1O RE-STRIPE FRANKLIN STREET AND INSTALL TEMPORARY RAILING(TYPE K), CONSTRUCTION WORK AMA 36"X 36" S� fib VAR TO 21 +1-20' +/-20' STAGE I CONSTRUCTION WORK AREA TEMPORARY CRASH CUSHION AND CHANNELIZERS (SURFACE MOUNTED) NErPAVESNNr R2-4(CA) (USE CALTRANS 2015 STD PLAN T9 AND T13 LANE CLOSURE WITH STRUCTIRtAL CTION 75,Exis' mrflen 36"X36" �l STA 17+50.00 BEGIN EASTBOUND "25 MPH" �� N TAPE DIRECTION OF TRAFFIC REVERSABLE CONTROL). REMOVE CONFLICTING STRIPING FROM 1 1' �P MATCH EXISTING STRIPE STA 17+50 TO STA 26+00. 2T6 22 22 TEMPORARY PAVEMENT DELINEATION DETAIL O2 STAGE 1-CONSTRUCT PAVEMENT AND ASSOCIATED ITEMS TO FINISH GRADE. 04=3 ROADWAY SIGN (I POST) -------- -- ---------' Q3 STAGE 1-REMOVE PAVEMENT AND BASE OF GRUNDER ROAD. CNP. RAILING(4TP6�C31A(CA) q (CAPPED STAKE) �.( 36" ROADWAY SIGN (2 POST) O FURNISH AND INSTALL SIGN AS SHOWN PER CA-MUTCD. 20+t7.00 EN EASTD9 NO q TEMPORARY CRASH CUSHION ARRAY 'TSII' (O STRIPING TAP R NO SCALE TEMRQRARY CRASH CUSHION ARRAY 11' CALTRANS STD m TEMPORARY(TEMP) RAILING (TYPE K) PLAN T18 / 16 STA 21+00. 0 ]HOUNT GIN 4 WHITE STR III URFACEME[Sp (/T jie \ CANYON 36'XCA74 OUHp ESTATES D \ -TYPE III BARRICADES \ 1 2 \ STATE R/W ti RpUTF I TT STA 21+00EMP RAILING I FRANK T K) BEGIN NpRTH pUHO\ q \ /O BEGIN TAPER e J � / r � � f 3-TYPE III BARRICADES NO F2 57 L /�/ SNOl1LDER — =r _J rl ISZ \ TEMPORARY RAILING (TYPE + NLANOE SHOULDE ZONE N E R 0 A D (CAPPED STAKE) PER CALTRANAN S CIOSEB C L 0 S E D ,P STD PLAN T3A AND T3B p JAHEAD \ C12(CA) C30A(CA) C31A R2-4(CA) C2(CA) �� DR STA 22+00 CL FRANKLIN 5T STONEY CREEK 1 36"X 36" 36"X 36" 36"X 36" 36"X 45" 36"X 24" \ A _ 23+96.00 BEGIN WESTBOUND END TAPER \ STRIPING A TRAFFIC HANDLING SIGNS (STATIONARY) SIGN CODE PANEL SIZE (INCHES) NO OF POST (EA) \ TEMPORARY CRASH CUSHIO ARRAY TS11" CALTRANS STD C12(CA) 36"X 36" 1- 4" X 4" 6 I I I PLAN T1B L� 5-CHANNELIZERS 22 C30A(CA) 36"X 36 1- 4" X 4" 2 (S500' DD.CMOUNTED) �/J C31 A 2' j C12(CA) R2-4(CA) 36"X 45" 1- 4" X 4" 2 q !� �` 36"X 36" C2(CA) 36"X 24" ON TYPE III BARRICADE 1 ' ' �✓ / `\ 4" WHITE ❑ ' ❑ ' ``� A/ / TA 4+4 ri FRANK T NOTES: END TEMP RAILING (TYPE K) 1. ALL SIGNS SHOWN ON THIS SHEET SHALL BE PLACED IN CONJUNCTION WITH OTHER STAGE CONSTRUCTION AND TRAFFIC HANDLING SIGNS BHA NELIZERS ( 4 C31A(C6" DE 2. EXACT SIGN LOCATION TO BE AS DIRECTED BY THE ENGINEER A E MOUNTED) 3III AR 2 Q 0 C. 2-TYPE III BARRICADES \ SAGECREST DR 26+00.00 END WESTBOUND �- ry 1 STRIPING TAPER --� - �'-�,- 14 15 , STA 26 • _ END DETAIL 22 11 — R� �� 'I ) /�✓ V MATCH EXISTING STRIPE 12 �_-�-- 3 � • r � END 4 WHITE STRIPE / /�t1NG Pew \ `�� 0 "4 C30A(CA) 36"X36" �� P1�� ✓ . I 25 MPH" t O a• N �/ 3 \ 1 / ❑ 6-CHANNELIZERS /15T1NG R ES D I GILERT (SURFACE MOUNTED) / EX SUSTAINABLE CIVIL Q 10' D.C. y- ENO/NEEB/NO dOLUTIONS a A 17777 WIN STREET. SUITE G2 No. C63390 / IRVINE. CA 92614 * ERd9/30/16 Y fu IRL)18.. 3-TYPE III BARRICADES WITH 1-C2(CA) SIGN ('49)221-6669 main .,'t IV( � 1-800-227-2600 \ F OF CA\1� 2 Voting Days lefir•YOU Dig TIN•••Dlon•With e••n rwl•w0 f condition••fM vtheel appropriate Designed larro by Drofn Dy C1NokW by BENCH MARK "�'°"'°"` '°°""' °r CITY OF LAKE EL IN °�°�'^�"°� City a.,a State law. and O permit SUSTAINABLE CIVIL FR '� "�"°" '"otlem I^f'""' —Ing "'y Eglnwrina "� °i ' 0 � TRAFFIC HANDLING PLANS PLANS PREPARED UNDER s1iPE of o.tl'M Station 2H+1.fl E�IFtinf ddc ENGINEERING SOLUTION Fr.«Iln f STAGE 1 CONSTRUCTION AREA ATEFEN ES=I' EIR 1I—1f1].W APcrww R•fararq•►lane for Saala: 1'�0' Traffla MAD CITY ENGINEER —25_36 Dot. FE•RUARY 01,2019 R.C.E. No. C63]90 theeo leprwementR Date • REVISIONS ANN+'o -1 C20(CA)L LEGEND "4-2L •«...: FLASHING ARROW SIGN (FAS) S�?So o • O CFH F C. 50 2 STAGE I CONSTRUCTION WORK AREA : ?S, • T 2 R r2o-1 a DIRECTION OF TRAFFIC F. • • ORI 250 C2o(CA)L KLIN ST a ROADWAY SIGN (MOUNTED ON BARRR I ER) • O "1 4(R){ F4tAN MERLIN TAPER (PR PENING AT VEW 1 • TRAFFIC ES TRAFFIC STAGE CONSTRUCTION NOTES TRAFFIC CONES AT 25' oc. �� AT zs' oc. 10 PREVIOUSLY CONSTRUCTED STAGE 1, KEEP CLOSED. © STAGE 2-CONSTRUCT PAVEMENT AND ASSOCIATED ITEMS TO FINISH GRADE. 3-TYP II a RR[CADES WITH R3-5(R) 1 1 SIGNS CLOSE FRANKLIN STREET FROM AUTO CENTER DRIVE TO CANYON VIEW DRIVE. MOUNTED ON B ICADE 220' SHIFTING TAPER IMPLEMENT FRANKLIN STREET TEMPORARY DETOUR PER SHEET 29. R -1 30 RESIDENTIAL DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTED. 4O RIVERSIDE COUNTY WASTE MANAGEMENT FACILITY DRIVEWAY TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ALLOW ACCESS THROUGH FRANKLIN STREET. sy 1-TYPE III BARRICADES WITH CA) SIGNS < > \ MOUNTEDCON(BARRICADE 0 Y R3-1 R3-5(R) W1-4(R) -TYPE III BARRICADES WITH C A) SIGNS MOUNTED ON BARRICADE LffT LK LANE ROAD b CgNyON /Nc w \\ ROAD aOsD CLOSE WORK -sso' CLOSED I AHEAD TFS \ / C2(CA) - C20(CA)L C30(CA) W4-2R W20-1 ,J Lj _j �'9 \ ti CONSTRUCTION AREA SIGNS (STATIONARY) f! fST� S \ SIGN CODE PANEL SIZE (INCHES) NO OF POST (EA) S4 C2(CA) 36"X24" ON TYPE III BARRICADE 5 ,$TPNE Y CREEK DR O \ \ C30(CA) 30"X30" ON TYPE III BARRICADE 2 \ \ z W20-1 48"X48" 1-4"x4" 2 C20(CA)L 48"X48" 1-4"x4" 2 W4-2L 48"X48" 1-4"x4" 1 R3-1 24"X24" ON TYPE III BARRICADE 2 J R3-5(R) 42"X48" MOUNT ON SIGNAL POLE 1 W1-4(R) 36"X36" 1-4"x4" 1 O _ NOTES: 14� ``�. 1. ALL SIGNS SHOWN ON THIS SHEET SHALL BE PLACED IN CONJUNCTION WITH OTHER STAGE CONSTRUCTION AND TRAFFIC HANDLING SIGNS LF 2. EXACT SIGN LOCATION TO BE AS DIRECTED BY THE ENGINEER DE SAGECREST DR -------------.---_--- � C a - F --------------- �.. / r ' r 7 L MINO DEL NORTE 14 _ J / 8 HANNEL S A — IS RFACE MOO TED) O 1 O.C. 0—TYPE III ES TH 3�2(CA IGNS •_ I / / // EX \ ``\��\ I EX15t 1j w / h10ER ROpO ,-/' / \� SCALE:1•=so' cP 2 L ► / Q M3 No -'w dudrAINARLE CIVIC �� = D I RT EN6/NEEINNG dOLUT/ONd < AQp "� EX 17 77 MA �IN STREET. SUITE G2 No C63390 • si3oile * tlu 1u RH �\ 4 1949)22"669=In .�'Tf�VI �� 1-800-227-2(00 CAV� 2"arhtllq Do"80w#You Dig plaro I1OVp DNn rwi•.wA f D—IOlro by Dr—DY AwakW by BENCH MARK ooml lcnu•I tt1 the opproprlot- SUSTAINABLE CIVIL "�` FR Pl..11 I�pwr1..luN. pysi�Hl. City a cl S o9 alb_. lMt o—i CITY OF LAKE ELSINORE City one Staf• las. ona a p.rmit P.26A6 No. PLANS PREPARED UNDER SUPS aF ••�+'�+swrlm +++��*�^� Eno'""r'"a Ror°i '_ TRAFFIC HANDLING PLANS ENGINEERING SOLUTIONS ATEFEII ESIlu1DARIpl— c.�11n•Fr•Flin 1tr..r �oF��— _ Elwa1'ar'+'�^' "°°r°i° 8TAGE 4 CONSTRUCTION AREA Dot. ELEU MYY 01,2D1a'R.C.E. No. C6319D thy loprpy.11*nt� ppt• p REVISIONS �•4 Sool.s 1'60' TroHie CITY ENGINEER — LEGEND STAGE CONSTRUCTION NOTES �� lop STAGE I CONSTRUCTION WORK AREA 1O PREVIOUSLY CONSTRUCTED STAGE 1 OR 2. STRIPE TO \ S� FINAL STRIPING CONDITION AND INSTALL FINAL SIGNS. SEE SHEET 31. 1� a DIRECTION OF TRAFFIC O STAGE 3 CONSTRUCT PAVEMENT AND ASSOCIATED ITEMS TO FINISH GRADE. ® ROADWAY SIGN (MOUNTED ON BARRRIER) CLOSE SAGECREST DRIVE/CANYON ESTATES DRIVE INTERSECTION AND CANYON ESTATES DRIVE FROM SAGECREST DR TO CANYON VIEW DRIVE. r� ROADWAY SIGN (I POST) IMPLEMENT TEMPORARY DETOUR PER SHEET 30. \ \ 3 RESIDENTIAL DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTED. \UTye� � TRAFFIC CONES � �UHO FURNISH AND INSTALL SIGN AS SHOWN PER CA-MUTCD. \\ �\ FLASHING BEACON I ROUT f 'S NOP7.8, CANYON ESTATES DR STATE R/W -TYPE III RRICA S / C � S W 2-C2( SIGNS r [] R 0 A D �� /� � LANE L I ! ti CLOSEDcLosE� ALL WAY \ 4 C2(CA) C30 R1-1 R1-3P R3-1 R3-2 W3-1 .�. S ST W3-1 A q�w TRAFFIC HANDLING SIGNS (STATIONARY) rSTJryLY CREEK DR \ SIGN CODE PANEL SIZE (INCHES) NO OF POST (EA) \ ^� C2(CA) 36"X24" ON TYPE III BARRICADES 9 � 7 ✓✓✓ C30 36"X36" 2 4 ON TYPE III BARRICADES 1 �LI l R3-1 R1-1 30" 1-4" X 6" 3 I R1-3P 18"X6" 1-4" X 6" 3 a � R3-1 R3-1 24" 1-4" X 4" 1 YPE 11 ARRICADE ` �\ 1 DO NOT STRIP R3-2 24 1-4" X 6" 1 �-j 4 W3-1 36"X36" 1-4" X 6" 1 NOTES: 1. ALL SIGNS SHOWN ON THIS SHEET SHALL BE PLACED IN CONJUNCTION WITH OTHER STAGE CONSTRUCTION AND TRAFFIC HANDLING SIGNS �I 3 4 DE 2. EXACT SIGN LOCATION TO BE AS DIRECTED BY THE ENGINEER W3-1 R/W SAGECREST DR R11 \ a - _ ---____ ,q Ir \\t R1 3P --�- W1-TYPE III BARRICADES WgTH 4- (CA) SIGNS/ i 7 14 ' 1� FLASHING BEACONS H CAMINO DEL NORTE Y � 9-T P III BARR ADE __ O / WITH 3 C2(CA) GNS I` �--�__• -- '—--------- DE / 4 R1-1 </ P R3-2 / \Sj 114G CLOSE LEFT TURN LANE WITH TRAFFIC CONES 1-TYPE III BARRICADE (, ` l�� ✓ I WITH 1-C30 SIGN / ER ROAD // ,,/'" SCALE:1'=50' R1-1 4 4 W3-1 D I R T „-" ❑p -'w 81/8TA/NABLE CIVIL � K41P 1NG R E a ENGINEERING SOL UT/ONS s < 9 A VV E'X 7 17777 MAIN STREET, SUITE G2 No. C63390 IRVINE. CA 92614 EXD.9/3D/1B Mi ufla (949)221-8669-1n '��l IVIL i�� 1-800-227-2600 \ / F OF CAUL 2 Working Dap Before You Dig TMw C— More beat revlewd f aoIID I I aN:e el t}t iM p—tappropriate BENCH MARK Llfr�„Sfaf. ,aee. and°Dean„ CITY OF LAKE ELSINORE Drwllt0 No. ned r aa, r cn.aNw er cat0ltlate Df ola.l, andt aDaiar TRAFFIC HANDLING PLANS it SUSTAINABLE CIVIL ee R]c `" P6 Moll In Pw�eM./Iw.apa a.Iemly E 0l nevin0 eDr le PLANS PREPARED WIDER SUPS ff O.fI'M ftat lan 2eN1.f]E�Ietlrq cwmrltn.fraF�in str«t Elwatign tft].OJ Aparove0 ENGINEERING SOLUTIONS ATEFEN ESKANDARI �^l� Refaraoe Plav far -6440 Traffic A ��, STAGE 9 CONSTRUCTION AREA �T X36 Dote FEeRUARY 01,2018 R.C.E. NO. C6]]90 tt,eee Ifproveetfnfe Date B REVISIONS A°D•o S-1- 1'50, LITY ENGINEER CANYON ESTATES DRIVE-CANINO DEL NORTE LEGEND STAGE CONSTRUCTION NOTES BARRICADES TYPE III C2(CA) SIGNS REMOVE TRAFFIC STRIPE SHEET NO. LOCATION EA (MOUNTED ONEABARRICADES) SHEET NO. LOCATION LF STAGE 1 CONSTRUCTION WORK AREA 10 PREVIOUSLY CONSTRUCTED STAGE. STRIPE TO FINAL STRIPING CONDITION AND INSTALL FINAL SIGNS. SEE SHEET 31. SHEET-25 FRANKLIN STREET 7 0 SHEET-25 FRANKLIN STREET DIRECTION OF TRAFFIC STA 17+50 TO STA 26+00 850 ZO STAGE 4 CONSTRUCT PAVEMENT AND ASSOCIATED ITEMS TO FINISH GRADE. SHEET-26 FRANKLIN STREET 19 5 O TRAFFIC SIGNAL USE CALTRANS STANDARD PLAN T13 (LANE CLOSURE WITH REVERSIBLE CONTROL). SHEET-27 FRANKLIN STREET 26 9 TOTALS 47 14 \ Sp TOTALS 850,\THeOVH� TEMPORARY RAILING (TYPE K) ROUTE �S \ SHEET NO. LOCATION LF SHEET-25 FRANKLIN STREET 340 NORTyeO�/Np�\„ c�� o TOTALS 340 CANYON ESTATES 7 DR \\ STATE R/W \j �Q.Q� \ CHANNEL I ZERS (SURFACE MOUNTED) Q SHEET NO. LOCATION EA 2 1 Fk�sT / SHEET-25 FRANKLIN STREET 33 O / SHEET-26 FRANKLIN STREET 7 (1 \ TOTALS 40 TEMPORARY CRASH CUSHION MODULE ST4TF SHEET NO. LOCATION (MODULES EA) 9� Rise im5TJQNEY CREEK DR SHEET-25 FRANKLIN STREET 22 O � 9 � TOTALS 22 \ ( TEMPORARY PAVEMENT DELINEATION TEMPORARY TRAFFIC I \ PAVEMENT STRIPE (PAINT) / 0 SHEET MARKERS 22 27B LOCATION ( NO DESCRIPTION (REFLECTIVE) BR4. SOLID SO' TYPE C TYPE H WHITE YELLOW WHITE r._ EA EA LF LF LF SHEET-2 FRANKLIN STREET 70 850 550 sOeroTALS 70 --- i 'ellp `\ / \ TOTALS 70 850 550 OE \ SAGECREST DR N' p < \mob )� a CAMINO DEL NORTE �a , 1��1 Oil EXtstj/w SCALE:1'=50' F7 vlt� L c ,/ ❑ Coll 2 /' / FS D1 RT j aiw df/dTA/NAILS C/Y/L � 4, b ,EXtstlt%/G E ENGINEERING SOLUTIONS lz Q p t 17777 WIN STREET. SUITE 62 No. C63390 IRVINE. CA 92614 Em-9/30/78 w minim \� 1949)221-6669=in `�,♦j. IVI ��r 1-800-227-2600 F OF CAU� 2 Wrking Days De(are You Dig platy hwv.Dsen opr Iat f cond ti w.Ithh tle appraprlat. Dra•In0 No. DseIaMC by Omen by CheokW by _ SUSTAINABLE CIYIL RSC FR BENCH MARK E �aI ,.Ee a ape.nt�°� CITY OF LAKE ELSINORE PLANS PREPARED heOER SU►E pf OF �`N'ii hn Pa..�n..a�en.mpre.h.e,.iy city and store io� , t TRAFFIC HANDLING PLANS ENGINEERING SOLUTIONS ( � u.44'e,etarhm:s«h.ey naln..rino SUJD0s0�CC,� o..rriin.atim 6 etr«t ATEFEM E9KAAOARI -J�+ �� Eiwa.har h4hy� STAGE 4 CONSTRUCTION AREA 4�QQ [ Date FFBe11ARY 01.2ate R.C.E.No. L61390 these iepravesents Date a REVISIp19 App'a Soalet 1'�0' Traffic CITY ENGINEER 5n[Q a}3v TRAFFIC CONTROL SIGNS-TEMPORARY DETOURS PLAN SYMBOL SIGN CODE PANEL SIZE NO OF POSTS QUANTITY FRANKLIN ST CLOSED 6' UC OA M4-10(LT OR RT) 48'X18' PORTABLE 10 DETOUR R OA D AHEAD RAILROAD CYN RD USE OB SC3 (CA) 48'XI8' PORTABLE 4 ® DETCUR END AHEAD CLOSED c M4-8a 30'X18' PORTABLE I DETOI� OD W20-2 36'X36' PORTABLE 4 M4-10 (LT OR RT) SC3(CA) M4-8a W20-2 W20-3 C(SPECIAL) OE W20-3 36'X36' PORTABLE 4 O O © O O O O C(SPECIAL) 78'X54' 2-4'x6' 3 CMS I NOTESE 1. EXACT SIGN LOCATION AND POSITION TO BE DETERMINED BY THE ENGINEER. 2. DAY, DATE AND TIME WILL VARY. 3. SEE TRAFFIC HANDLING PLANS FOR ADDITIONAL INFORMATION. �9 � Jy CJ LAKE ELSINORE OE11J� q 9`F s� l yG�9`Fs a F `` OO TOCO�>, Of9� E SPACING oho D E A O \y B A ��is C 330 MISSION TRAIL B C TO CASINO DR pOMAR A g25 300 \ A 1 305 I pOUTE �5 0R 320 P 315 S J�O� / J pG1C1 A S�y P Gp�O pV STAGE 2 — CONSTRUCTION AREA NO SCALE 5 A /�P� ^� S cP�yo SEE SHEET 26 A o `I \1 y� D A pl�91Opj _.� E 2PACING D250 SPACING A A FRANKLIN STREET TEMPORARY CLOSURE - DETOUR SIGNS DI CALERT SUSTAINABLE C/YIL ENSINEENINS SOLUTIONS 9 17777 WIN STREET. SUITE G2 No. C63390 IRYINE. CA 92614 Exp-9/30/1B ill u FIR (949)221-6669—11, �'l Iv I` 1-800-227-2600 Those F OF CAV 2 ID'4inD Days Before You Dig plaro th Deer rev el t DesipvW DY Dram DY E1ledcea DY CdWiti.n.bf pevt�ap11M1�rOM/ar BENCH NARK CITY OF LAKE ELSINORE Drar1nq�°• RSC FR !E N No 11 In pw�1f.11—eJprsleetelY City uW Sfate I— poor a perleit SUSTAINABLE CIVIL ENGINEERING SOLUTIONS PLANS EFEE1 E31U11DARI!!t ,- a.H'M ltetla 2NI1.l3 EilNinp Eg1,Meri p "�Y ice' e..r n.FraRlln Street ',J.p DETOUR PLAN Elevatl—1113.03 Appra"'a 6129 36 �,� Ref--PIaM for Traff la LL. Date FEBRUARY 01,201e R.C.E. No. C63390 1hMe Ieprw�INnis Oa/e B REVISIONS App'a Scale: NO SCALE CITY ENGINEERCANYON ESTATES of TRAFFIC CONTROL SIGNS-TEMPORARY DETOURS PLAN SYMBOL SIGN CODE PANEL SIZE NO OF POSTS OUANTITY CANTON ESTATES DR AT a• uc A M4-10(LT OR RT) 48'XI8' PORTABLE 8 SAGECREST DR CLOSED B SC3 (CA) 48'X18' PORTABLE 5 END ROAD CLOSEDUSE C M4-8a 30'X18' PORTABLE 3 ® �' DETOUR DETOI� T H R U TRAFFIC AUTO CENTER DR Q 111 1-4 48'X36' 2-4'x6' M4-BA RII-4 O C I M4-10 (LT OR RT) SC3(CA) ' ' O O O O O NOTESs I. EXACT SIGN LOCATION AND POSITION TO BE DETERMINED BY THE ENGINEER. 2. DAY. DATE AND TIME WILL VARY. 3. SEE TRAFFIC HANDLING PLANS FOR ADDITIONAL INFORMATION. �9 O � LAKE ELSINORE R�J� QGF 131 �P q F� / 9 O TO CORONA 4` a O j940 � 6 E O 0 09 \d B A MISSION TRAIL � ?�v N CASINO DR QP TO WILOOMAR A ROUTE 15 I C A P�lN /pCtNSO �StPlEs °e Adt B NO SCALE Gp� �� APE'S v1.°P A ^� g p�'`` STAGE 3 — CONSTRUCTION AREA / I( \1 SEE SHEET 27 Gp Gay �o e A D C 0 CANYON ESTATES DR/SAGECREST DR INTERSECTION-DETOUR SIGNS D I R T qp SUSTAINABLE CIVIL E ENGINEERING SOLUTIONS 9 17777 WIN STREET, SUITE G2 No. C63390 IRVINE. CA 92611 1' Exp9/30/1R * al uFIR I919)221-e669-M 1-800-227-2600 'tF OF VCAU ? 2 Working Days Before Tau Dig Dlane I e been rwteeea calpllanp Ith 1M appropriate ONIartM DY Dram Dy Clteatea DY BENCH MARK CcaWit�Statea l°ee�ala a permit SUSTAINABLE MIL °" FR Pe Nei. to .,lug.qR a tev.a' Enpineerina eur w ,ee.,. CITY OF LAKE ELSINORE PLANS PREPARED Ie1DER slsE oP °•"'""""""«'-"E"l"'"0 -DETOUR PLAN c.+wl ln.crawl la str«t ENGINEERING SOLUTIONS " ALE A°°fO e0 L• ESTATES pglVE- s„3�a.36 th000 lge Plate iv 6oale: NO SCALECANyON pate FEWIuy Dt.2ate R.C.E. Ib. C6319a tlteee IlgrweaaMe Date a REVISIONS App•E CITT ENGINEER t \STA 4+50.00 LEGEND NOTES ' BEGIN DETAIL 22 ROADSIDE SIGN (1 POST) 1�FURNISH AND INSTALL SIGN AS SHOWN PER CA-MUTCD. JOIN EXISTNG \ 1 q 22 STA 5+00.00 \ ROADSIDE SIGN (2 POST) W3-3 2� EXISTING SIGN TO BE REMOVED AND SALVAGED TO CITY YARD. BEGIN DETAIL 3 JOIN EXISTNG PIP PROTECT IN PLACE 3�EXISTING SIGN TO BE REPLACED IN KIND. OPAVEMENT DELINEATION DETAIL W3-3 NO (ALL STRIPING TO BE THERMOPLASTIC) l �, � �// u 4�EXISTING SIGN TO BE PROTECTED IN PLACE (PIP). CHANGE OF PAVEMENT DELINEATION DETAIL h� `� ° I�LFURNISH AND INSTALL PEDESTRIAN BARRICADE (TYPE I) 9 V II�� PER CALTRANS STANDARD PLAN ES-70 WITH 139-3 SIGN. DELINEATOR (TYPE F. CLASS 1 ) PER CALTRANS STD PLAN A73C V� 6"SOLID WHITE BIKE t TRAFFIC SIGNAL LANE LINE PER CALTRANS DETAIL 39 ANE LINE \\ DE DRAINAGE EASEMENT � "BIKE" _ _ _ _ _ _/�___ _ _ _ - STA 5+00.00 PEDESTRIAN BARRICATE WITH R9-3(CA) SIGN STA 22+24.30 PAVEMENT MARKING PER 100' A L 9 � �i �/ BEGIN DETAIL 29 CALTRANS STD. PLAN A24D JOIN EXISTING �- "SIGNAL AHEAD" DELINEATORS AT 80' O.C. �/ \ ��i AVEEN MARKING `� JOIN EXISTING 39 STRIPING � 39A 60' BAY TAPE 29 3- 8' 44 C.F. 1 \ Ff 39 Q� BIKE LANE ARROW W3-3 \ �� PAVEMENT MARKING PER .p CALTRANS STD. PLAN A24A 6"DASHED WHITE BIKE \ 105' 38 R2-I DELINEATORS AT 80' O.0 2 XX MPH "LANE" LINE PER CALTRANS 12" LIMIT LINE �`\� P1� ; CPAVEMENT ALTRANS MARKING PLANPER 24D DETAIL 39A 22 V PAVEMENT MARKING \ o RXXIMPH' 0' AY �� o BIKELANE MARKING DETAIL g �} APER gg 2 Q° RBIA(CA) SN `O �Q�° SP 3 'BIKE-' 1 5 ti o ' 1 XX MPH' \ RI-I 8 PAVEMENT �� \ 0 39 PERKING 27B \ A L DETAIL 22 1 W3-3 2 8 '� ' 22 W31 (CA) R2 DELINEATORS AT TYPE N-2(CA) 3-TYPE IV ARROW "SIGNAL AHEAD" 1 B I KE ( DE \\ 40' 0.C. 1 1W , PLANEAVEMENT c \ 7y 2' WHIT `\ 38 150' 50 - PAVEMENT MARKING R26A(S) (CA) EX15j1Nj ' MARKING W I-I CROSSWALK PER DETAIL W 1 3-I P ��\- (W=10') 90' BAY TAPE 38 p 2 85' 8 --PBOPO _ o QED_R/W__ 2 2-TYPE IV ARROW 39A O 1 , 1 8 1 ' - 14 CAMINO DEL / w DI-2 R81(CA) 12" 12' R28 R81B(CA) 1 P2 LIMIT 2 LINE -_-- — 2 2' 12' 2 WI-2 2 SNS WI-8 1 8 RI-1 N;F 1 1 �/ 1 22 W4-4P 2� PRO 29 R/W -- ------__ -- 29 DE / � R26A(S) (CA) STA 7+85.00 SNS N-1 29 278 R28 2 R2-1 27B / 12'xl8' \. BEGIN DETAIL 22 /-0R1-I XX MPH' 1 + / \ S �� FIE W4 4P W1_5 IN STRIPINGAP / END STRIPING TAPER 201 22 20, 2-TYPE IV ARROW O� 8 20 9 16, c v 5 1531NG Raw/ / / w,p p8�- / \ DELINEATORS AT `� O 1 I 38 90' / EX/ BG ABANpONEp AN / / ' 1 TYPECN>2(CA) 1 \\ 40' 0.C. .`\ ' ��ti� GPN�O PAV"STEEMENT �1� / , , 278 2 RU MARKING 1 2" LIMIT Ci N-I W3 I W \ p R1-1 LINE /Sj1NG SNS PER CITY STD 2 / RI-1 1 \ W4-4P , W14-1 \ 2 _ \ 2 RI-I SCALE: 1"= 40' W4-4P SPEED LIMIT ES ' $TOAPNPYIG E D E�> <> SUSTAINABLE CIVIL '(* X rIME gl BEG I N END ENGINEERING SOLUTIONS 17777 WIN STREET. SUITE G2 No. C63390 IRVINE. CA 92614 �' Exp.9/30/18 * 1u 1u FE f 9191 111-9669 ma)n Jj \� 1-800-227-2600 R1-1 R2-1 R26A(S)(CA) R81 (CA) RS1A(CA) R81B(CA) W1-5 W3-3 W14-1 W31 (CA) N-2(CA) R9-3 'lE Iv( �� 2WaktngDDysBsfQ9YaDiq 30" 36"x45" 12"x18" 12"x8" 12"x5" 8"x5" 36"x36" 36"x36" 30"x30" 30"x30" 24"x24" 24"x24" These pIan.h—been r.vI—.df OF cAu a plI—with tn.appraprlat. DNion.d by Dr..n DY Checked DY candi tiara.of d.y.lap..nt arM/ar BENCH MARK City and Stat. lave. and a W. it �__3 lrpSUSTAINABLE CIVIL °s° `R PRNell p—t.tla.l,.9DOra.1....1Y E my I» I.n»d. CITY OF LAKE ELSINOREPREPARED u11DER SUPE/ggyy7)w) OF o.�A'M]f.flm xN1.9]Eal.tia. "DIII..rilp 8TRIPING AND SIGN PLANS ENGINEERING SOLUTIONS ATEEEN ESEANDARI /G✓ l EIw.Ilar 1�1].O] ApprOY.dRhess lq Plan.tarSOoI.: 1 -,OCANYON ESTATES DRIVE-CAMINO DEL NORTE1 36 Dat. EE.I.WtY of.201. p.C.E. No. C6]390 th...leprar�l.nt. Dat. 8 REVISIONS App'd CIT7 ENGINEER of LEGEND NOTES ROADSIDE SIGN (1 POST) \ \\ \\ 1�FURNISH AND INSTALL SIGN AS SHOWN PER CA-MUTCD. ROADSIDE SIGN (2 POST) \ \\ \\ \\ 2�EXISTING SIGN TO BE REMOVED AND SALVAGED TO CITY YARD. R26A(S) (CA) \\ o PIP PROTECT IN PLACE \\ \\ D \\ \ 1n 22 NO PAVEMENT DELINEATION DETAIL _CO (ALL STRIPING TO BE THERMOPLASTIC) 27B x�CHANGE OF PAVEMENT DELINEATION DETAIL \ \\ c \\ \\ v N SCALE: 1"= 40' G ✓ \\ 8" WHITE @ 25' 0.C. n� W DELINEATOR (TYPE F. CLASS 1 ) PER CALTRANS STD PLAN A73C\ \\ ;J312 �17 8 DELINEATORS AT R O TRAFFIC SIGNAL \\ \�\ �� \\ \ U� 12 ,I `\O:o�SFO 1 R26A(S) (CA) DE DRAINAGE EASEMENT \\ \\\ �� \\\\\ 90' O.C. / ,i 12 � <p 1 9 -A \\ \ 27B 12 you 29 \ \\ \\ \ /�- 0 v p 40LINOECTORS AT \\ \\\ \\\ \ LA O I �-0OSE% WI-5 \ \\ \\\ —� /'- 1 R26A(S) (CA) R26A(S) (CA) 1 \ \\ v 20 T 12 /- `\ ' "7 , \ �� OE \\ ��\ / 27B J � R26A(S) (CA) `.\ �'- � I-'�-' 120 TA + �"� / �--�___ --�� / Ftlw BEGIN STRIPING TAPER GIN STRIPING TAPER 12' pSEO DE INEATORS AT PRO o cAM7Np DEL NO e -eR�P 90L D.C. SFO�, i 12' RTE 12 /-, B 278 Raw '� 128 , /'/-- 29 END STRIPING TAPER L---- - OE DELINEATORS AT 1 R26A(S) (CA) 40' 0.C SCALE: 1"= 40' 29 27B DELINEATORS AT 0 90 O.C. R2-I 22 XX MPH' P7B R26A(S) (CA) 27B a Q R26A(S) (CA) --__—__ PROPOSED o� 8 PROP _ R/W Iu a' 12 ODD DE __--_—__—"--"_�-- -�--�lulu IF J 12 —_—_ 0) �l 3 ------- ------ i1 3 12 2 ' 12 mrn CAMINO DEL NORTE 12 ' 12' rm �m B n� PROPpSEO RiW�_-�-- ' 34 1 , -_—-- DELINEATORS AT PROPOSED RJW 90' O.C. -� R2-I 0 ---- 1 XX MPH' - ---------" R26A(S) (CA) 27B STA 35+90.00 27B END STRIPING TAPER 27B SPEED 1 R26A(S) (CA) LIMIT DI RT XX ST(I'PYIG SUSTAINABLE CIVIL � o9�c TIME E ENGINEERING SOLUTIONS s a 9 A 17777 WIN STREET. SMITE G2 No. C63390 IRVINE. CA 92614 + Exp a/30/78 R2-1 R26A(S)(CA) W1—5 9f9)221-6669—1n tl-227- 36"X 45" 12"X 18 36"X 36" �r,T o�co �� -eoo-Ileoreoo 9 f QcR' 2 Wki1q Days Before You Di T1wRR Dloru MVR DAIRn rw l—C f aalpill—wltd tMR oDpraDr7atR DRRI RSC DY Dram DY CIIRdcAH DY Carxllt laM OY 0RvIapRrli X! SUSTAINABLE CIVIL RSC FR AE BENCX MARK CltY aid Stat• law. oral a DR It PLANS PREPARED UNDER swE of 0«iMiSfaf Mtl'""Exax.r�1�YN1Y KOY a IRRIro. CITY OF LAKE EL8INORE °""°"°' Erplexl•rirq STRIPING AND SIGN PLANS Cwv1�I111A FraStl In 31rw>' ENGINEERING SOLUTIONS ATEFEN ESKANDARI 9r_J r— R•fpf-Play,for ADoro wBRAD CANYON ESTATES DRIVE-GAMING DEL NORTE 32 36 Daft FEBRIIARY a R.C.E• Mo. C6]]9a tf:...I�prw.wnt• Dof• B REVISIU6 App'a Soal•: 1'�10' TraKie CITY ENGINEER SI of \ EXISTING S7TATE R/W LEGEND \ j ROADSIDE SIGN (1 POST) 27B \ \\ N 0 T E S I ROADSIDE SIGN (2 POST) Ln __PROPOSED-R/W _ 22 OF PIP PROTECT IN PLACE 1 FURNISH AND INSTALL SIGN AS SHOWN PER CA-MUTCD.a _ -- _ \ O PAVEMENT DELINEATION DETAIL I.-- I NO (ALL STRIPING TO BE THERMOPLASTIC) W1n �- \ 2�EXISTING SIGN TO BE REMOVED AND SALVAGED TO CITY YARD. _ ' -�- I �}�CHANGE OF PAVEMENT DELINEATION DETAIL 8 __ \ 1 pE DELINEATOR (TYPE F. CLASS 1 ) PER CALTRANS STD PLAN A73C LLJ�z 12 \ R26A(S) (CA) (CA) uJUV) OS TRAFFIC SIGNAL 12' 22 8 --� DE DRAINAGE EASEMENT " DELINEATORS AT 90' 0.C. PROPOSED R%W Riw I 1 27B 27B \ '� `�--` R26A(S) (CA) n \ 8x(n-------- '- PRQP.QS_EQR/W rm SCALE: 1"= 40' \ 1 12 ----- - 1 mm R26A(S) (CA) / I 8 \ 1 I C 12 12, 0 , No) >0 \ 0 \\ pROpbO 0 R W--\` 1 1 8 rn N EXISTING STATE __—__—__ _ _------- - PROPOSED R/W R/W —r--"— 22 DELINEATORS AT 27B \ 90, O.C. STA 56+25.00 1 27B 27B BEGIN STRIPING TAPER DEIINEATORS AT 1 W31 2 90 O.C. R26A(S) (CA) U) 22 R26A(S) (CA) 'xx MPHI 1 1 a 1 R26A(S) (CA) v) PROPOSED R/W 1 • -------- -- - --- da1 - -------- - -------�-- ,v' 0 12' 12' wW 12' CAMIN0 DE N RTE 12' 12' v)? 12' 1 = 8 1 12 U 1 N I 1 12, F- c PROPOSED R/W -- --- --------------- -------- ---- EXISTING R/W R26A(S) (CA) 1 STA +13-50 SCALE: 1"= 40' 278 DE(�ID.C. S AT \ END STRIPING TAPER 90 O.C. \ 1 R26A(S) (CA) \ o DELINEATORS AT 12 27B 90 O.C. 27B 0 XX MPH END DETAIL 1 2278 W 22 R26A(S) (CA)(CA) W �O 0 R26A(S) (CA) 'NOT A Of 14,� THROUGH ^11 21D STREET' N s� cra 2 Z � SCALE: 1"= 40' �Q y Wv) Q oW 12 EXISTING STATE R/W �Z 12' -- Ja 2 12' W2 W U V)H Q 27B R26A(S) (CA) 1 27B DELINEATORS AT R26A(S) (CA) 1 27B 90' 0.C. 15j1NG RIW S P E E D STA 72+48.00 bx LIMIT END DETAIL 27B ES aW� DI GILERT X $T(PPItG STA 72+50.00 SUSTAINABLE CIVIL ��' 4, � TINS END DETAIL 22 ENGINEERING SOLUTIONS a Q p PQ9 17777 WIN STREET. SUITE 02 Np. C63390 IRVINE. CA 92614 4g EKp 9/30/18 * f lu lE R2-1 R26A(S)(CA) 949I 221 e669 mpin n�rf rv1 �R+`! 2 ft*;ng Dap Btfve TDD Dig 36 X 45" 1 2 X 1 8 TI»»piaro noY.D«n rwl.wa s °F CA° aalplfanw oitn tnL 1—It riot. DNtlarw DY Draw1 DV Cf bked DY OgWitiaro of Mv.lapRMtt alG/ar BENCX MARK CIyV. I StatL law. a1a p_"t Drarirp Na• SUSTAINABLE CIVIL RSG FR .� ,n,,,._,.,,,,.apprq,,a F„ D. , CITY OF LAKE EL8INORE GLANS PREPARED UNDER SUPSpy{� aF O.N'M Statlal 2SN,.SS FY1M+np Enaln.erlrq STRIPING AND SIGN PLANS C.M�I lrr FraRl I Strwt ENGINEERING SOLUTIONS ATEFEN ESKANDLI �1� Eiwro,idn+�1S.OS �aY- �� Da*. FKMILNY 01.2018 R.C.E. No. CL339D iN a INprp—t. DOB. 8 REVISIONS App'O TroNle CITY ENDIWER CANYON ESTATES DRIVE-GAMING DEL NORTE soaiR: ,•-�o• \ LEGEND CONSTRUCTION NOTES: \ 1a REMOVE AND SALVAGE STREET LIGHT TO CITY YARD. \ --G-1 EXISTING STREET LIGHT EXISTING FOUNDATION TO BE REMOVED AND DISPOSED. 9 \ © PROPOSED STREET LIGHT l-FURNISH AND INSTALL 95W, 3000k MAXIMUM, 9,500 LUMEN LED EQUIVALENT STREET LIGHT AND FOUNDATION PER CITY F STD PLAN 501 AND PER IESNA TYPE III DISTRIBUTION. -EXISTING STREET LIGHT, PROTECT IN PLACE. �c GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS +r \ OF THE CITY OF LAKE ELSINORE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEASE 48 HOURS PRIOR TO ANY EXCAVATION q \ THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL \\ ^IV DAMAGES TO EXISTING UTILITIES. 3. SCE SERVICE PLANNER: TO BE DETERMINED Q Is STgTF Rrw GOO •'\ 46 %O 6) \ 'L TA + 2 / \ t \ ?ROPOSED R/W -- _ CAMINO DEL 14 2 2' CI NG GRVNDEFt Cat S , Z'J of \ SCALE: 1"= 40' m D IEs R T SUSTAINABLE CIVIL � g ENGINEERING SOLUTIONS Q 9 A 17777 WIN STREET. SUITE 62 No. C63390 IRVIME. CA 926/1 * -9/30/19 • Ml u RIE 1 9191 211-0669 min . 1-800-227-2600 , IV I �.p`t`' 2 Varking Days Bef1Te You Dig OF CA\1 Thee plate nave been revieeW far bond hope at d eI appraprlpte coty("ne at awe. crid Pw_l CITY OF LAKE EL8INORE Dwlarra 6y Dram Dy Check"by BENCH MARK City ona State law. ana o permit SUSTAINABLE CIVIL �� fR AE PR Nall in parwvf.11r.�praRlearely may 6s 1 o.«•R.starlet nwl.fs E:�etlro EnaineerinD STREET LIGHTING PLAN PLANS PREPARED UNDER SUPS ( OF Cenrarl ln•iraMI In Sr ApproVW ENGINEERING SOLUTIONS -7 CANYON ESTATES DRIVE-CAMINO DEL NORTE 34 36 TrF N Se11D ei �� Refereroe Plw,v Traffic A Data Aff ffiMR D1.2Dte R.C.E.No. C63390 1Mw ImrOyeAMtts Date B REVISIONS App'a Soale: 1'NO' CITY ENGINEER Sn Of CONSTRUCTION NOTES GENERAL NOTES] �dyd D OF PAVEMENT I.THE CONTRACTOR AGREES TO PROTECT IN PLACE ANY UTILITIES AND TO .�` CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 PRIOR TO START OF CONSTRUCTION. G 2. REFER TO CALTRANS STD PLANS ES-IA vIC ES-IB FOR SYMBOL AND ABBREVIATION LEGEND. 1�COMMUNH AND INSTALL TWO (2> MODEL CABINET CONTROLLERS (ONE SPARE) WITH AN APPROPRIATE 3. OBTAIN APPROVAL FOR EXACT EOUIPMENT AND LIMIT LINE LOCATIONS PRIOR TO FINAL BACKUP I CATION MODULE I N TYPE 332E CABINET ON NEW FOUNDATION. INSTALL BATTERY PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. BACKUP SYSTEM IN AN EXTERNAL ENCLOUSRE. CONTRACTOR SHALL SUPPLY TWO (2) TEMPERATURE HARDENED LTE MODEMS -.04. LOCATIONSI ARE APPROXIMATE ANY CHANGE IN LOCATIONS WILL BE DETERMINED BY THE WITH ETHERNET PORTS (VERIZON UBLE).INCLUDE ALL ACCESSORIES, A❑ p N CHARGE. TWO ANTENNAS PER MODEM,AC POWER ER UNINIT,ETC.MODEMS MUST BE TESTED OF AP W,EMT ITYPI 0 ENGINEER 0 5.NO PULL BOXES SHALL BE INSTALLED IN THE CURB RAMP. PULL BOXES SHALL BE ADJUSTED TO NEW FLUSH GRADE LEVEL. TO BE COMPATIABLE WITH CALTRANS' SIGNAL NETWORK. m \ S 6.EXI571 NNGG PR vATEE r OWNEU I1pg0v Nrs ON p1�LIC RIGHT-0F MAY / CONTRACTOR SHALL SUPPLY A QUAD-VIEW, REMOTE ACCESS COMMUNICATIONS X 7i 1 SHALL BE PRbTECTID OR REPLACED, i DAMAGED pNING CONSTRUCTION. MODULE(EDGECONNECT) AND ACCESSORIES FOR VIDEO DETECTION. \ \ 7.SIGNAL SERVICE CONDUCTORS SHALL NOT BE INSTALLED IN THE SAME \ CONDUIT AS THE SIGNAL CONDUCTORS. / S.CITY TRAFFIC ENGINEER (95I) 674-3124 SHALL BE NOTIFIED AT LEAST 2 FURNISH AND INSTALL 120/24OV, TYPE III-CF SERVICE EQUIPMENT ENCLOSURE ON NEW FOUNDATION f SEVEN DAYS IN ADVANCE OF THE ANTICIPATED SIGNAL TURN-ON. 3.9• CY \ 9.CONTRACTOR SHALL ARRANGE TO NAVE A SIGNAL TECHNICIAN, QUALIFIED WITH TYPE V DEC. ,n TO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER METER AI RATE TC-I :O Y UNITS MANUFACTURER OR ITS REPRESENTATIVE, PRESENT AT THE TIME THE 2-POLE, 100 A. 120/240 V, MAIN CB. \ _ EQUIPMENT IS TURNED ON. SIGNAL( I-POLE, 50 A,120 V, CB. f n IO.ANQgR BOLTS FOR I-A STANDARDS SHALL BE SLEEVE MIT TYPE PER V I DEO, I POLE, 15A \ STANDARD PLAN ES-78. PROPOSED EDGE OF PAYEMBIT METER BM RATE LS-3. 11 THE ON SHALL ARRANGE TO HAVE AN EVP TECHNICIAN CERTIFIED J 2-POLE, 100 A. 120/240 V, MAIN CB. O \ I BY THE MANUFACTURERPRESENT AT THE TIME OF THE SIGNAL TURN ON. t1, LIGHTING, I-POLE, 30 A, 120 V, CB. r 12.AL TRAFFIC SS.IGNALS SHALL BE 12• LED (LIGHT EMITTING DIODE) ti I ISNS, I-POLE, 20 A, 120 V. CB. C1 SI6jR FOWL h PEU, -POLE, IS A. 120 V, CB. 13.ALL ELECTR ICAL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE / • \ CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS. Q' % SERVICE FOII I PMFNT ADDRESS, FRANKL I N STREET, LAKE ELS I NORE, CA 92530 • 14.CURB RAIDS, PUSH BUTTONS, AND CROSSWALKS SHALL BE INSTALLED So-FC /� IN ACCORDANCE WITH THE AMERICAN DISABILITY ACT. 7V H1NDATION AND PAD, SEE CALTRANS STD PLAN ES-3C. p OA ro 15. A SPLICES SHALL NOT BE ALLOWED, EXCEPT FOR THE LIGHTING CIRCUIT. QO � B❑ 4 FURNISH AND INSTALL 2' CONDUIT, SCHEDULE 80 PVC MT AS PER SCE, _ \ � I6.ELECTRICAL SERVICE EOUIPMENT INSTALLATION AND SERVICE CONDUITS RUIN Q p \ DETAILS SHALL CONFORM 70 SOUTHERN CALIFORNIA EDISON (SCE) REOUIREMENTS. Q� TYPE H SERVICE TO SOURCE MANHOLE N VIE 0D 92,INTERSECTION. ON THE SOUTH-EAST rj CONTRACTOR SHALL CONTRACT THE SCE SERVICE PLANNER KATIE PARSELL AT Q Q� CORNER OF CANYON ESTATES DR/CANYON VIEW DR INTERSECTION. \ \ �� PHONE 11111BEIt (951) 249-8353 48 HOURS IN ADVANCE FOR IHATION CONDUCTORS TO BE INSTALLED BY SCE. JP AMD PRECONSTRUCTION COMFEREIIICE REGARDING THE SIZE AND DEPTH OF THE / G \ SERVICE CONDUIT, LOCATION OF THE PEDESTAL AND OTHER REOUIREME HIS. j So-FURNISH AND INSTALL R3-4 SIGN ON SIGNAL MAST ARM. ` 9 PRIOR TOCSCE7 i NNSPECTION AND APPAL.NOT ALLRFEESLFOBY SCEBUSERRVICESCTOR J-NOT USED. \ AND PERMITS SHALL BE PAID BY THE CONTRACTOR. 17.3 CSC CABLE SHALL BE INSTALLED TO ALL POLES AS SPARE CONDUCTORS To-FURNISH AND INSTALL 2'C & s6 P.B. FOR FUTURE INTERCONNECT. -3 AND SHALL BE CONTINUOUS WITH 3 FEET OF SLACK IN EACH PULL BOX. I8 . ALL PULLBOXES SHALL BE•6 UNLESS OTHERWISE NOTED. Bo-FURNISH AND INSTALL EMERGENCY VEHICLE DETECTOR PER COUNTY STANDARD 1207 (MAST ARM). \ l 19. CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS PRIOR TO ORDERING POLES. / al-PROTECT IN PLACE - 16' PVC ELSINORE VALLEY WATER DISTRICT (EVMWD) WATER LINE. ,\ N O 1' G PROTECT IN PLACE - 8' EVMWD SEWER LINE. ri - •0 j 2-� 11 SOUTHERN CALIFORNIA EDISON (SCE) OVERHEAD LINES TO BE RELOCATED BY SCE. FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM WITH ALL �(T�)O p Wp �CM 00 NECESSARY EQUIPMENT AND WIRING, PER MANUFACTURER'S SPECIFICATIONS AND 1 f ♦ QOQ RIVERSIDE COUNTY STANDARD 1 204. ;) O 8 C'• Q VIDEO DETECTION ZONES PER RIVERSIDE COUNTY STANDARD 1204 AND 1206. \ �FURNISH AND INSTALL IISNS ON STRAIGHT ARM PER RIVERSIDE COUNTY STANDARD NO.1200. a ; c- l FURNISH AND INSTALL R9-3 (NO PIED XING) ON SIGNAL STANDARD. \np :\ < pe`•�`�. ' DRAI o-FURNISH AND INSTALL CITY APPROVED PEDESTRIAN COUNT-DOWN LED INDICATORS. \� ; 08 1 (TYP) 0 FURNISH AND INSTALL TYPE E ADVANCED DETECTION LOOPS PER RIVERSIDE COUNTY STANDARD NO. 1201 AND 1204. p '; `�� O 06 8 EVP 1 a DRAINAGE SYSTEM \ 5 1V RAW 05 •i DDIRECTIONDIRECTION(IF TRAFFIC PROPOSED p+ EDGE OF PAVEMENT(TYP) 0-285' from I Imlt I Ins T HH 6' X 22' TYP. e • 185' from I wt I lns ©- 140' iron IImIt II- PRE 3-A'N(� 6' X +3' TYP. 1' (TYP) \ DRAINAGE SYSTEM ; Y3 6' x 2' TYP. p5 TRAFFIC PHASE DIAGRAM i Fk DETECTOR LOOP DISTANCES ,, 3 6' x +3' r 5 WOL /ZINC R� PE ED ' P EVP EVP 8 i2 • .` AT IT' HIGH MIN. �f 7 p4P w 04 SIDEwx(TYP) B 5 c PROPOSED R/W p6 PROPOSED GRNB a N:IIT7ER(TYP Y2 ✓ 1 05/ 'I AI AND 06 02�Y6 3 Y+ AND AT �P 3' TYP. i e 01 1D,� ♦ � rr3 30' ORA RAGE SYSTEM 6' X 2' TYP. Ir 8 % X 22' TYP. 6' X 4 1TTYP. p —PRAP�18'RC 8 SYSTEM 0 0 5 �� 8 7 D N as 05 NR AND /5 02 AMONG 03 AND 07 04 AND 08 19, CANYON ESTATES DR a+ 5J9U 9 212 01 INLET DRAINAGE 213 Y6 \ INET(TYP) 3 / 19, MU _ 81 6-------------------------- -- 'PRaosm one. h o �l `•,�•��O04 '•B �`�� ANDS p e 2 \ \ SID�EMALX ITYPI o T '<108 GROUND � •`.� 9� Slop ,I � •�`� ) / SCALE: 1"= 20' S 0 FXISTIiy \\ e I + 1�'`y♦♦' O� � o ,�'� d//dTA/NAfLE CIVIL ENO/MEEK/NO SOLUTIONS < 9 P 17777 IN STREET. SUITE G2 C63390 C2 No. W \ fV M1 9 C IRVINE. LA 92614 ♦ Erm9/30/18 (AL Ru MINE o) (949)221-8669—fl J1�1 )vI ?�� 1-800-227-2600 B \ ,\O�h�•) Gy` ✓� vs(r F OF CAUL 2 Workf(q DDya B•Fae You Dig Dsei911sa by Drawl 6r clwaNw by Plameaml rwIA�4 fmr SUSTAINABLE CIVIL BENCH MARK Owe Mop a1N T1• cItyrl 1 aalei,ly CITY OF LAKE EL8INORE °'" "°"°RSC FR AF Pe Reli I pavwR,IT.flan.appral,oTalY a awNaa�lT a1Lor Clty ero BOUT.law. PLANS PREPARED UNDER SUPS 5 QF 0.44'M]+alan zs«t.e]E><Inlnp Elglneerinq eb a mm.lt i TRAFFIC SIGNAL PLAN CmMRrll,lm Fra,ll In STnwT ENGINEERING SOLUTIONS ATEFEII ESKAHDARI WA_J� /� ElavaTian•141].a] APPr—wl DaN FEe1WARY DI.2D1e R.C.E. No. C63390 ;,w;,ora,',a;w,„; Data W REV,:,DNS „PP', 5aal., ,•�D• Traf*la A LL. CANYON ESTATES DRIVE-CANING DEL NORTE �,35a36 POLE AND EQUIPMENT SCHEDULE POLE SIGNAL POLE STANDARD POLE SIGNAL MOUNTING PED PUSH PLACEMENT BUTTONS LED STREET NAME SIGN No- DESCRIPTION SIGNAL POLE LUMINAIRE ,A, ,B, MAST ARM 'F' POLE POLE ARROW LUMINAIRE (IISNS) MAST ARM HEIGHT MAST ARM 'M' VEHICLE DIMENSION VEHICLE PEDESTRIAN A 19-4-100 30' 30, 15' 4' 4' 2-MAS 12' SV-I-T 166W Camino Del Norte BO I5TS - - 15' 25' 4' 1 - - SV-2-TA 166W - CO 26-4-100 40' 30' 15' 5' 10.5' 2-MAS 15' SV-1-T(17') 166W Franklin St SV-I-T CABLE, CONDUCTOR AND CONDUIT SCHEDULE DO I5TS - - 15' 27.5' 4' - - SV-2-TA 166W - A.W.G. SIZE POLE OR CONDUIT RUN NUMBER O 19-4-100 30' 30' 15' 15' 4' 2-MAS 12' SV-I-T 166W Conyon Estates Or OR CABLE SIZE C I RCU I T Q Q 3Q 4Q Q Q Z! Qg Q O I5TS - - 15' g,q q' - - SV-2-TA SP-I-T 4 166W FOR POLE O I I I I - GO 24-4-100 35' 30' 15' 24.75' 4' 2-MAS 14' SV-I-T SP-I-T 4 166W Franklin St I I NO I5TS - - 15' 26' 4' - - SV-2-TA 166W FOR POLE BO I I I I I FOR POLE CO 2 2 2 2 12 FOR POLE DO I I I SIGNAL CONDUCTOR FOR POLE EO I I ALL EQUIPMENT IS NEW CABLES FOR POLE FD I I I PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS. APS PUSH BUTTON CONFIGURATOR SHALL BE PROVIDED AND LEFT IN CONTROLLER CABINET. FOR POLE krP I I I I PEDESTRIAN SIGNAL FACES SHALL BE COUNTDOWN PEDESTRIAN HEAD USING LEDS. FOR POLE HO I I I I IISNS PER COUNTY OF RIVERSIDE STANDARD NO. 1200. IISNS SHALL BE EDGE-LIT LED STYLE. LUMINAIRE SHALL BE NAVION LED, MODEL NVN-AF-03-E-U-T3-IOK-U-AP OR APPROVED EQUAL. TOTALS 1 2 3 9 9 5 4 2 1 FOR POLE AO I I I FOR POLE B I I I I I FOR POLE O I I I I FOR POLE O I I I SIGNAL CONDUCTOR FOR POLE E 1 I CABLES FOR POLE O I I FOR POLE O I I I I FOR POLE O I I I I I TOTALS 1 2 3 8 8 4 3 2 1 VIDEO CABLE - I I 1 4 4 2 1 2 1 1 VIDEO SERVICE - 1 1 4 4 2 1 2 1 I •10 ROADWAY 2 2 2 - - 2 2 2 2 LIGHTING s12 IISNS - 2 2 - - 2 2 2 2 •8 GROUND CONDUCTOR I I I I I I I I I EVP CABLE - 1 1 4 4 2 2 1 1 0 2 DETECTOR I I I DETECTOR 0 4 DETECTOR I I I I I LEAD-IN CABLE 0 6 DETECTOR I I I I I 0 8 DETECTOR I I I TOTALS 1 1 2 4 4 2 1 1 - CONDU I T S I ZE ( inches) 3' 3' 3' 4, 4, 4' 4' 3' 3' PERCENT U'.) FILL 4.4% 15.3% 17.9% 11.0% 10.2X 12.4% 12.5%115.3% 12.0 , ALL EQUIPMENT IS NEW • COIL 15' OF 3 CONDUCTOR CABLE IN NEAREST PULLBOX TO ASSIGNED POLE FOR FUTURE USE. D I R T SUSTAINABLE CIVIL � ES49�`� ENGINEERING SOLUTIONS Q v 17777 WIN STREET. SUITE G2 Na. C63390 IRVINE. CA 92614 t Exp9/30/18 * M1 u Fu (949/221-0669 4 CIVIL .1�! 1-800-227-2600 Thew Glans lave Deen rw I e�md for lF OF CAUL 2 IDrking Days BNve YOU Dig oallplianpe rIM rM appraprlate Dee lgl by Dr.-by Cteo by oalW I lane W Oeye lapRa an0/ar BENCH MARK Draelrq Mo. Glry e I ,far. haw. ana a permlf CITY FLAKE EL IN RE SUSTAINABLE CIVIL "�` `" FK Nall IR pa,aFNIN.fIN,R.appraNlMaly EnOi—TW enY 6. 1eiii0 PLANS PREPARED UNDER SUPS/ryy){�y/ OF 1 O.H'R+SMIm 2eN1.N ESINInOSj TRAFFIC SIGNAL PLAN I� ENGINEERING SOLUTIONS ATEFEH ESKANDARI //i✓ �!/� a�rli r Fra Rlin 51rM+ Elevar laT fltl.03 Apprayea BRAD FA ELL oar. F R.C.E. No. C63390 ,tt- I eRen RpreVlle Dare 9 REVISIONS App'o SOale,NTS Traffic CITY ENGINEER CANYON ESTATE DRIVE AT FRANKLIN STREET Sn 36A6