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TPM 37284 AS-BUILT CENTRAL PLAZA SIP 18-259 TO 18-270
a � CITY OF LAKE ELSINORE GENERAL NOTESr,� "� STREET IMPROVEMENT PLANS " 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11UTY PIPES OR STRUCTURES SHOWN ON °?+. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE "W ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE 37284 K 7^/R �•� P�' s� THE CONTRACTOR OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE OMITS OF THE TIM PI FOR T P M V/ L V THE CONTRACTOR IS REWIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. CENTRAL AVENUE AND COLLIER AVENUE 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.ALL WORK IN CALTRANS RIGHT OF WAY SHALL CONFORM TO CALTRANS R°y STANDARD PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR MATH THESE STANDARDS AND CODES AT PROJECT ' ALL TIMES. I 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY SITE ( ( WORK. CALL FOR INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4,00 PM, A :r qig MONDAY THROUGH THURSDAY. I 'V 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. r p� T — — — — — — — — — — — - - - - - - - - - - - - 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING _ WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800422-4133,AT LEAST ' I F tom- _ 'r�• FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. ' I L. ' �i _ =' <=TM -,'"-" lya I s — — — — — — — — -- — — _ — — — _ZZ VICINITY MAP 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST yy T.b-r NOT TO SCALE OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO ' ' 1 BEGINNING CONSTRUCTION. ) III B. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT UMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. Cff OF LAM 8J*KM(�C�V OUMTITM �, _ -= -,.... _ 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE ' `"� n ` -- -- - _J I • ITEM DESCRIPTION QUANTITY EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. }} I `*.- 1� -I-a Y; �' Qi CONSTRUCT B"AC OVER 15"AB PER CITY OF LAKE ELSINORE STD.DWG.N0.100A AND DETAIL ON.SHEET 1 15,030 SF I tJ PROPOSED PUBLIC SD LINE n W 10. EXISTING UNDERGROUNDTRU I 0 ALL EX UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO -- - r•r -=r - U2 SAWCUT TO A DEAN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C.PAVEMENT AS NECESSARY. 1,036 SF CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. ' � I. -'--'- -�---I � �. ---_ `t � PER DETAIL ON THIS SHEET HEREON. THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO d OK s' I -`'j THE FINAL ACCEPTANCE OF THE PROJECT. .H r YE J O3 CONSTRUCT TYPE B CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.D .NO.201 525 If 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, .• ® CONSTRUCT 4"PCC SIDEWALK PER CITY OF LAKE ELSINORE STD.DWG.NO.210 8,890 SF AS APPROVED BY THE CITY ENGINEER. CENTERUNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. £ EL `�~_ r {', QS CONSTRUCT 6"PCC COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY OF LAKE ELSINORE STD.DWG.NO.118A 1,950 SF 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. W II © CONSTRUCT CURB RAMP PER CITY OF LAKE ELSINORE STD.DWG.NO.214C 4 LF BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE Of {) ' INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE V I ,� t,Z,. o „ Q7 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN RSP A88A CASE A AND DETAIL ON SHEET 2 2 EA JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG MATH AN APPROVED SET OF IMPROVEMENT PLANS. W ! — son m ® CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.ONWG.NO.203 910 LF 13. AN ENCROACHMENT PERMIT SHALL BE REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS FOR IMPROVEMENTS ON (,� ;1� CENTRAL AVE. L ''^^ VJ ' Q700-4.4 cfs II, QIOO=5.45 cfs L- Q9 INSTALL STREET LIGHT.SEE STREET LIGHTING PLANS. 5 EA �1- ' -- ----� _ _�- _ 70 REMOVE AND RELOCATE EXISTING SIGN PER SEPARATE SIGNING AND STRIPING PLANS 9 EA ENGINEER'S NOTICE TO CONTRACTOR ' � - --- ' ,.-.--- -` �. - v,' - 11 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL PER SEPARATE PLANS 4 EA 1 v 44, V — — — _ y - THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PLANS OR STRUCTURES SHOWN ON I ;:_y - Q ADJUST EXISTING SEWER MANHOLE RIM TO NEW GRADE 3 EA THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.THE CONTRACTOR SHALL ' - - _ s TAKE DUE PRECAUTIONS OF THE RECORDED UTILITIES AS WELL AS ANY NOT SHOWN AND SHALL a - REMOVE EXISTING TELEPHONE RISER 1 EA COMFlRM ALL AUGNMENTS AND GRADES BY FIELD INVESTIGATIONS. - - -d ( ._ _ -- - -_ 13 lr R pVENVE J A 14 CONSTRUCT 5.5"AC OVER 6"AB PER CITY OF LAKE ELSINORE STD.DWG.NO.1OOA AND DETAIL ON SHEET 1 76,105 SF BENCHMARK __ - _ F - °�uE PROPSO U SED PUBLIC I ' O I 75 REMOVE AND RELOCATE EXISTING POWER POLE 1 EA CITY OF LAKE ELSINORE BM B-95-55: CHISLED SUARE ON TOP OF HEADWALL APPROXIMATELY ._-- CRANE STREET ' 16 REMOVE EXISTING AC PAVEMENT 46,655 SF 45'SWLY ALONG THE CENTERLINE OF COWER AVENUE AND 45'SWLY TO THE SOUTHERLY END " OF HEADWALL ELEV.: 1270.68(NAVD 29) 17. RELOCATE TRAFFIC SIGNAL PULLBOX(SEE SIGNAL MOD.PLAN) 3 EA BASIS OF BEARING 18 ADJUST EXISTING TELEPHONE MANHOLE RIM TO NEW GRADE 1 EA THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CENTRAL AVENUE AS SHEET 4 SCALE: 1"=100' 19 ADJUST EXISTING WATER METER TO NEW GRADE 1 EA SHOWN ON RECORD OF SURVEY RSB.116/85,BEING NORTH 43'42'50"EAST. ©Q 810 CLEAN KRAKEN MEDIA FILTER FOR CURB INLET 2 EA OWNER/DEVELOPER ENGINEER WATER/SEWER LEGEND OF ABBREVIATIONS AND SYMBOLS 2t CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.STD.DWG CB1O1 3 EA HFC-PRP ELSINORE,LLC E.V.M.W.D BC BEGIN CURVE PCC POINT OF COMPOUND CURVE BID CLEAN MEMBRANE FILTRATION SYSTEM KF-4-4 1 EA DAMD EVANS AND ASSOCIATES BCR BEGIN CURVE RADIUS It OR PA OR PL PROPERTY LINE 417 29TH STREET P.O.BOX 3000 INDEX DESCRIPTION NEWPORT BEACH,CA 92663 4141 E.INLAND EMPIRE BLVD LAKE ELSINORE,CA 92531 NO. BNDY BOUNDARY PRC POINT OF REVERSE CURVE © CONSTRUCT LOCAL DEPRESSION,CASE C PER R.C.F.C.STD.DWG L0201 AND DETAIL ON SHEET ii 1 EA SUITE ONTARIO, 951-674-3146 CB CATCH BASIN RCFC RIVERSIDE COUNTY FLU CONTROL 9GREG49-23-95 Y GABRIEL OD IGUEZ 1 OF 12 TITLE SHEET OR C OR CL CENTERLINE RT RIGHT ® PROVIDE CATCH BASIN MARKER PER DETAIL ON SHEET 11 2 EA 949-723-9500 909-4L RODRIGUEZ,PE 909-481-5750 2 OF 12 DETAIL SHEET EC END CURVE RW RECLAIMED WATER 949-433-8595 909-481-5757 FAX ELECTRICITY ECR END CURVE RADIUS R/W RIGHT OF WAY ® PROVIDE 2'CURB OPENING PER DETAIL ON SHEET 2 1 EA 3 OF 12 STREET IMPROVEMENT PLANS FOR CENTRAL AVENUE EP EDGE OF PAVEMENT SL STREET LIGHT ARCHITECT SOUTHERN CALIFORNIA EDITON 4 OF 12 STREET IMPROVEMENT PLANS FOR COWER AVENUE EX,EXIST. EXISTING STA STATION 6 CONSTRUCT TYPE B2-6 CURB AND GUTTER PER CALTRANS STD.PLAN ABTA 625 LF SOILS ENGINEER (800)655-4555 5 OF 12 CENTRAL AVENUE CROSS SECTIONS FH FIRE HYDRANT TC TOP OF CURB ® INSTALL PEDESTRIAN BARRICADE PER CALTRANS STD.PLAN ES-7Q TYPE 1 1 EA CK PIERCE ARCHITECTS FL FLOW LINE TYP TYPICAL 3 OVERTURE SALEM ENGINEERING GROUP,INC. 6 OF 12 CENTRAL AVENUE CROSS SECTIONS FS FINISHED SURFACE SO STORM DRAIN UNE © CONSTRUCT 8"PCC BUS PAD WITH 14 BARS AT 2e O.C.REINFORCEMENT 600 SF AUSO VIEJO,CA 92656 11650 MISSION PARK DRIVE,SUITE 108 GAS 7 OF 12 COWER AVENUE CROSS SECTIONS GB GRADE BREAK SPPWC STANDARD PLANS FOR PUBLIC RANCHO CUCAMONGA,CALIFORNIA IMP IMPROVEMENT(S) WORKS CONSTRUCTION 0 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN RSP A88A CASE G AND DETAIL ON SHEET 2 2 EA GLENN PIERCE,AIA SOUTHERN CALIFORNIA 8 OF 12 COWER AVENUE CROSS SECTIONS JS JUNCTION STRUCTURE SS SANITARY SEWER UNE 949-344-2710 CLARENCE JIANG,GE GAS COMPANY g OF 12 COLLIER AVENUE CROSS SECTIONS SWANK S SANITARY ® CONSTRUCT LOCAL DEPRESSION,CASE B PER R.C.F.C.STD.DWG LD201 AND DETAIL ON SHEET 11 2 EA 909-980-6455 (800)427-2200 LG UP OF GUTTER TS 51DEWTRANS LK STRUCTURE 10 OF 12 STREET UGHT IMPROVEMENT PLANS LT LEFT 31 INSTALL 5"THICK MEDIAN COLOR CONCRETE,BROOM FINISHED,BRICK RED NO.160 BY DAVIS COLORS 4178 SF LP LOW POINT W WATER LINE 11 O STORM WATER DETAILS 2 EA MH MANHOLE ® CONSTRUCT CURB RAMP PER CITY OF LAKE ELSINORE STD.DWG.NO.214A AND DETAIL ON SHEET 2 12 OF 12 INTERSECTION DETAIL 8'TYPE A HOT MIX ASPHALT PER CALTRANS --- CENTERLINE ®GRIND AND OVERLAY ® CONSTRUCT B"AC CURB PER CITY OF LAKE ELSINORE STD.DWG.NO 207 185 LF w 2015 STANDARD SPEQRCATIDNS SECTION 39 5.5'AC PG 64-10(GREENBOOK AND STANDARD SPECIAL PROVISION 39-2.02 PROPOSED 2•MIN FIRE HYDRANT ® CONSTRUCT TEMPORARY 3"AC OVER 10'AB 3,675 SF E SPEC 203-fi) STRUCTURAL '" - SECTION GRIND&AC PG 64-10 y 7. CONSTRUCT AC PAVEMENT b 15'CLASS 2 AGGREGATE BASE PER CALTRANS 6.0'CRUSHED AGGREGATE BASE STOP SIGN © MINIMUM 0.7'AC GRIND AND OVERLAY 850 SF STANDARD SPECIFICATIONS SECTION 28 (GREENBOOK SPEC 200-2.2) OVERLAY(.1'MIN) v E Exlsnr4c Ac �-O STREET LIGHT �REMOVE EXISTING PAVEMENT r .. .•o' - -- - BOUNDARY UNE ' O&u o - CONSTRUCT TEMP PAVEMENT Ile 11 ® `SUBGRADE(95%MIN RELATIVE COMPACTION SUBGRADE(95%MIN RELATIVE W FOR A MINIMUM DEPTH OF 2.5 FEET) COMPACTION TO 1-FT MIN DEPTH) m SUB GRADE EXISTING AGGREGATE BASE c�ai E PAVEMENT SECTIONS NOTE: PAVEMENT SECTIONS JOINT DETAIL g$O BASE&SUBGRADE TO "°xaF 1¢ O BE COMPACTED TO Know ,Wnpa�e�sbelow. �9 CAI891before digRECOMMENDATIONS. 1.ba by IL�N S �A8 RECOMMENDATIONS. 7✓ �1 C► ��`y�Q oy MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET WI APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE p ANDASSOCIATES IN*. QROFESS/ ao LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 `�z"' S 4• BENCH MARK: PARCEL 1-8 of TPM 37284 a ® A9-BuiL'r JS z 28- Ra1 a ze-19 _ �� Ontario CalKomia 91764 r,i �y SCALE: CITY OF LAKE ELSINORE BM TPM 37284 7 Z Phone:909.481.5750 Fax:909.481.5757 �* B-95-55:HEADWALL AP D SQUARE ON ' No.55237 '^ AS SHOWN ON PLANS OF PREPARED UNDER THE SUPERVISION OF: + it S HEA LONG HE CENTERUNY 45' STREET IMPROVEMENT PLANS SHEETS a d LEMON HABIB, RCE 83156 DATE `rT CRVI\. Q' SWLY COLLIER AVE THE CEN 45'TERLISWLY TO NE OF z v I' 9 OF CAl\FO` DATE' TT14EE SOUTHERLY END OFHEAOWAU- FILE No. CITY ENGINEER,ACTIN4 �!1-Qd-1=� ELEV.: 1270.68(NAVD 29) TITLE SHEET ,$��� S.I. a� CITY OF LAKE ELSINORE JAM A. NEMA RCE 55237 DA CC EX PROPOSED PROPOSED CL EX 65.I STA 101+13.02 CENTRAL R/W 140' R/W R/W R/w OFFSET61•p0'RT CENTRAL AVENUE 106.5' 1276.32 TC 05 71' 69' f 56.5' 50' 1 1275.82 FIL m 7' 64' 62.5 gI N^- 1284.26 2' 5' 69' 16.5' 6.5' 6.5' 50' 36' 14' 1276.33 �� +H- UP 14'-0' W 1275.77 +a 0'C.F. IZ FS 1284.24 FL 2 1 1.5% 4 4 2% 3 EXISTING 1275.FS \ \ N �,� 14 _ 14 RI S�SIDEWALK Z 2• 1284.53 _ 2% 2% 2% 1275.71 73,s. UP STA 108t90.22 CENTRAL SEEWANK _---- W ' ��• FS 1275.65 17% _ r9 OF•FT69.W'RT I 1 1275.67 ° 1285.00 TC _---- \ r.i�� _ .%.ari 1285.50 FL Z EXISTING CURB ze 3 EXISTING CURB Q '1275.336 FIL `h - \ g o'`� a'a °° O 1275.41 UP 'OFFSET 74.63 RT c .P ° 12T ° &GUTTER URBAN ARTERIAL HIGHWAY MAJOR ARTERIAL &GUTTER _J 1275.30-PED PUSH BUTTON ^+ - lzeas7 Fs U) TYPICAL SECTION TYPICAL SECTION Q STA 100+87.86 CENTRAL s, J• 8 c as OFFSET 69.19.RT - ---. -c < 1284.81 TC 7i CENTRAL AVENUE COLLIER STREET 1275.33 127532 UP / N N 1284.1 FL7 CO & STA 107+OD.87 CENTRAL r e• \ .-iL' TI=10, DESIGN SPEED=45 TI=8.5, DESIGN SPEED=60 ~ p' . OFFSET 81.18'RT85.32 TC r STA. 100+00.00 TO STA 106+93.76 Z �yAR STA 106+27.90 TO STA. 108+35.76 STA 100+83.36 CENTRAL 1284.82 FL NOT TO SCALE NOT TO SCALE W OFFSET 72.67'RT Z U 1275.24 FL/ ge �6•�CF 1275.57 TC C - -- --1275.17 FL- n PROPOSED CL EX PROPOSED EX R/W R/W R/W R/W / 128&15 FL VARIES _ 106.5' 56.5'-76.5' I 43' 1 56.5' 50' 50'-70' COLLIER AVENUE CU BRETURNDETAIL 6.5' VARIES 2'-14' VARIES 5' VARIES 36' 1a' CURB RETURN DETAIL 1•-10 EXISTING 1'=10' ZF 2% 814 EXISTING GRADE UT2% 14 EXISTING14 r SIDEWALK I S SIDEWALK / -' .. 2% 2% I ti % 1271.65 TC 3 EXISTING CURB EXISTING GRADE EXISTING CURB 1271.15 FS &GUTTER &GUTTER - > - - r1"""(((���"'•••R,`�° `_`"- �' MAJOR ARTERIAL MAJOR ARTERIAL TYPICAL SECTION TYPICAL SECTION m� � �� --- - 1269 A.75TC ti6 F COLLIER STREET COLLIER STREET '� �• ! °° '2> i �` �° `` '?moo r"127o.,a rc , ,� �P 1 TI=8.5, DESIGN SPEED=60 TI=8.5, DESIGN SPEED=60 ° 's' '' `rye '$r �` �1^ti`ry� T �2s�o� + t2sssa Fs �6°' `ryryb° STA. 100+62.47 TO STA. 106+27.90 STA. 108+35.76 TO STA 110+14.74 C 9 �ryti1 �ryry1, �+ 0.5 NOT TO SCALE NOT TO SCALE "'.. '0.5 10 - goo --.:I N °p . e.::- .:,_m �'.o me� _ -•�c --� + _ 1269.64 TC -1272.23 TC ° < 1271.29 1271.21• 1271.70 TC_ -.v ' 1269.16 -.-1271.56 FL - FL 1271� o ° 0.5 1269.23 Fl. 126&97 FL #3 TIE BAR 0 12"O.C. MEDIAN VARIES J 727L051 1271.46 1FS Fs271.37 1F271.29 O 7C0'CF _-�.--,.--...---- 1270.19 TC 1269.30 - -`i�� 1269.4 -1269.01 TC _- 6• 24' 6• MEDIAN FINISH ,OF �- 1269.52 FL/GB _ L AVENUE E 0'CIF OPTIONAL KEY 3 curTER TC CONSTRUCTION NOTES 1�0 FS COLLIER EN CONSTRUCTION - COLLIER AVENUE JOINTS - 1 -CONSTRUCT 8'AC OVER 15'AB PER CITY OF LAKE ELSINORE STD.DWG. 4. 1 I FLOW FLOW 4• NO.100A AND DETAIL ON SHEET 1 STA 104+25.18 STA 106+74.21 1 2o-sAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C. DRIVEWAY DETAIL DRIVEWAY DETAIL PAVEMENT AS NECESSARY. 1•=20' 1•=20` GUTTER FL. Q3-CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE SID.DWG.NO.201 /3•J•BARS 0 6.O.C. 4o-CONSTRUCT a PCC SIDEWALK PER CITY OF LAKE ELSINORE STD.DWG.NO.210 SECTION B-B go-CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.DWG.NO.203 SECTION A-A 14 CONSTRUCT 5.5'AC OVER 6•AB PER CITY OF LAKE ELSINORE STD.DWG.NO.100A NOTES: AND DETAIL ON SHEET 1 (�}6 -CONSTRUCT TYPE B2-6 CURB AND GUTTER PER CALTRANS STD.PLAN A87A _ _ r' . _ _ . _ _ . _ _ _ _ . _ - . - - . - _ . - _ . _ _ _ _ _ 05 1. CONCRETE SHALL BE 560-C-3250 CENTRAL AVENUE 2. 1 INCH STEEL CLEARANCE 31 MINIMUM FROM INSTALL 5 THICK MEDIAN COLOR CONCRETE,BROOM FINISHED,BRICK RED N0.160 �i ru FACE OF CONCRETE BY DAMS COLORS ro N H 1278.71 TC iv o 3. FLOOR OF CULVERT SHALL HAVE A gym, 1278.21 FIL a SMOOTH FINISH Q "-` + COLLIER VEN E COLLIER AVENUE 0•C.F. _a 1 79.93 B �V__ (1268.46 TC) z ta- - - - - 127&4 FL_ _ _ _ _ ..- _ _ _ _ _ _ - - y 12 9.4 FL_STATION AS i _ - a1 .00 FS SHOWN ON PLANS _ - - - JOIN EX (1267.86 R) STA 103+34.09 CENTRAL.J269:87?C) 1268.51 TC 1268.22 TC SIDEWALK - 127&�FL00 Z1267.84 FL CURB (1288.22 FL) 126. ''`. - os ': 0•CF, •r AND GUTTER _ CUT EX C&G67.65 CUT EX CURB ' 6. r; 0 0%° 1279.0 CIF SIDEWALK ..PROPOSED 0'C`F. 2 W W 1267 „ 1. ' 4 �- 1278.73 O ° 24' P,€D BUTTON 1267.58 W W ,_ 1279.00 TC -- N: 7280.18 FS /�`V�\ 1267.33 �1278.80 \ � 1278.50 FL (1269.07) ° 0 C.F. n/ �/ 0'C.F. o° a' -PROPOSED 1279.59�TC9' - 9 MEDIAN PROPOSED CURB \ °° LL 2 - TRAFFIC SIGNAL 1 7. 7278.90 - owd 1280.06 FS A A 1268.1 ~ ~ °� 726&03 FS `�' e. \$ 43 FL U) U) .Q. o268.53) 1268.27 6' .R CUT EX C&G r1267. T FS \ - - 1 FS W W 1 .22 1268.13 - 1280.23 TC 3• g 268.39� v Z Z CUT IX CURB ::. FS 127903 R o FS � � PROPO � � 1268.04 PLAN 1268..31 TRAFIC SI AL N N FS \ - I-. STA 103+85.61 CENTRAL 1268.20 Q L`1L Lr,L O FS �67.96 OFFSET 8 RT c V �.J 1280:26 TC FS I 1279.76 FL E (1267.62 TC) PROPOSED FED BUTTON ; CURB OPENING DETAIL (1267.01 FL) \\ e - REMOVE EX SIGN N.T.S. E (1267.6FS Z54 (1267.62) -- _.STA 103+55.6110ENTRAL ( 6 T 1279.46 FS I l (1266.87 FL FS FS 6.5 OFFSET 103.28'RT .. 1279.36 TC JOIN EX JOIN FL F w SIDEWALK I SIDEWALK 127886. LK � STA 103+71.66 0 CURB RETURN DETAIL CURB RETURN DETAIL DRIVEWAY DETAIL %_ oa Know wears below. E CW1819 befoleyoudig illio 6 V it/I JL//Y MARK REVISIONS 'EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVAN8 CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 8� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE wNoA880CIATES 1Ne. �pFESS/ o LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 260 e P' S� BENCH MARK: PARCEL 1-8 OF TPM 37284 a m Ag-�U/LT �f5 2 28/'J (Z�l 3-2e-19 + SCALE: Ontario California:909. y1 `°y CITY TAKE ELSINORE 8M TPM 37284 12 Phone:909.481.5750 Fax:909.481.5757 �n W No.55237 S' AS SHOWN ON PLANS 8-96-55: g115LED SQUARE ON 7 OF 6 z° /3 PREPARED UNDER THE SUPERVISION OF: OF HEADWALL HE CENTERUNE 45' STREET IMPROVEMENT PLANS SHEETS `rlq CIVIL �r Sw1.Y ALONG THE CRITERLINE E o o REMON HABIB, RCE 831 6 ATE DATE: COLLIER AVENUE AND 45•SW'LY TO FILE No. v I 'F OF \F THE SOUTHERLY END OF HEADWALL a CITY ENGINEER�CTieIG 11 I A CAL ELEV: 127o68(NAw 29) DETAIL SHEET ,�,�VD 5.�. ._o CITY OF LAKE ELSINORE JA A.S SI NEMA RCE 55237 DA saa�o — s—mom_ aaa �� __ __ --- --- � � �� m^ aaa asses s a - -- srs�s�s� — —a asap�s = — —� a — -- e�s=�aaa a — —sm— �a��� a'� s�sms� m s �� sass-• �—m— ssssaass�s��� ___ a ZCCCCC M=sue_ Is ss_ ssa��s� 'sue ssa me'aag � =s _ s a s a. ss—� s=M a� x so— — sss ��a�saa ems,_�_�_�_=s_a_sc�s M �Ms ads=��� _� _M�MEE a--Sm��a��a a �� ��� �a—��ZCZ a—�ss a—aaa s ES����sa—ss as sss sas s mesas a—aaom— ^ems aassaaa—ss s aas ��m_���� aL s�sOMMEM��r� _---sa�� ®� _ _ � ca� a� ®�=aMaas—sQs� as� �ss�Msasmolls = is assm� _ =1 OCC s��s�cM= aaa-ss sss s--a-s s ea s s ��sMMMM s-sue- s -sasr a s _ MM�s�m�caaaasaac ��m�s-exact=assay- - cs�a� a �s�etas es=scssssaacsss _�a t c - ss` m c'esssss� �ssss s � use as _s assaaas gssaas a { � ssue= m� -aaas� r� �ae_�•- - a MIME MITz cal... ••-ssa�.- ._ � a?r.. _ Manx � �� s �aa aaa�sa���aaa sue° ss � = :, _. _ sue® � �=z�•"�a����= s<,W����u �as e�� s esaaaaaa—aaaass —sa — •� aaaa a—act smom= ss s—ssssa —tea— — a—s-:•.Y sa;: s � � � s _ —a— =ssssS sa sr ^sss:s_— cs:asME Mss = �ssysa z — •° spa cs �ss � � ��# — set e "u< as aaaa= --m—=� s: -^^-m• sa ` Y_.._ —?:sue aaasscsa�s �r�s� - a— —— — �so��s _m—��=ssaaassaas 4-aces— s easss ssacsaaasaaaaaaa �— a a s—sss ss aassa r---a --s —_—��_—_—_ e��a aaass —` 'agy' —as�� amss�s�aaaasaa�—sss afsaaaas a saes ease—ass ��� ss—sssMUZZ aaa s— ss—a � s_ sa s s �---tea—ss s sass s a s � ;r�� g� ,�,'e ss ama s � -rates e•s m a aa � _ � o- %e?e `'�°,s r•� — ��_. mum - a ..` •_��s�a�aas=msssaso,.�=_�_.� .:, ,. '.t :>_ - � _ m �� —_ ®-� ;e ,: - msmss:ssssssscm�aaassss=asses' _ sr _ - ZCZssssss—asset—sssasss �� ME m� saM aaar"�K —a R9 = sas act----M=aaassss-s�sss=s-s:.. `sgaea�i � m� ��= s"'imsss -sss css � ss s �saaesys s��=��as.=_=a--s---�- s � s sag m• sasses s sss s ._ �-a s - -tea . —aaassSss—�.— =��a��`-s .==,�� � sss � s�-Tssa�s¢e�_RE sars � Sam 'a ��as�s ss -ssmsss a - ®� sssaasas - c ss a •: 11 •• 11 lose 1 11 1 11 1 1/ 1• 11 1 11 1. 11 11 �• 11 a all 04-4 < 1 11 11 � ! 11` 1 1 11 1 11 1 11 1 11 1. /1 1 11 < 11 I111 '•.��iiNl%. ��`/��`' - t 1 r 1• 1 1, , 11 /1 11 1 "'.♦i♦N••.i�iJ1i._�Y�/=.. , '1 O 1 « •0• 1 , 1 1, ,i �. i a7 � •s 1 1 •s/ 1 ,r ,e 1 m met liiis«►iN/►iA�. � t �Y r ��' a <�_""•���'�7/�•1��►�.��I.®�,��`s, ��, � �4...a.,. . �_..t ..: a.,,.r', ;. - - `— — -�w e `�i�� ® •ol. r 1. , T - ��AI�I`j m 1 O 0 Q � (�• 1 •� 1 • 1 1 1 J � 1 ®met •� «7 �� ®cmm11 met® 11 = -i-i-i-i- ' �� � L=103.15!D.0 :l O.C.=- Lm40.1 =#PORTION OF 1=418l H, Se VC 3±2 -k--kA -T L--41.45 zt_-- ERE ----------161 L M- �: zT7 -All 0. -117.93 t DARIE 3-5. T1 . . . . . . . . . .- F7 --j OFILE SCALES !I it I Hil 1*=40' TV 99+00 100+00 101+00 102+00 103+00 104+00 105+00 107+00 108+00 109+00 110+00 23 24 23 24 20 SEE SHEET 3 2 39' 21 7 200' 120'TAPER 4, SCE EASEMENT PER DOCUMENT NO. -a CENTRAL AVENUE ; 5 2018-0003707 DATED 01/04/2018 _8 PROPOSED R/WaS EXISTING R/W ABANDONED PER SEPARATE EXISTING 10'WATER LINE TO BE IT I y i 222 PROPOSED PUBLIC STORM DRAIN R/W - PER SEPARATE PERMIT mm EXISTING 4 CT2 DETAIL;SV'12 2 I/ EXISTING 10'WATER LINE TO ABANDONED PER SEPARATE PLANS EXISTING C&G TO PROTECTEXISTING R/ 32 MATCH EXIST.UP N 7 'W + : I - m! m sTING R CURVE 9FJ TABLE CURVE TABLE CURVE TAME 0i Still I , 100+00 CURVE DELTA I LENGTH RADIUS TANGENT CURVE DELTA LENGTH RADIUS TANGENT CURVE DELTA LENGTH RADIUS TANGENT 99i CRANE STREET 100+00.00 COWER AVENUE I CONSTRUCTION NOTES(CONT) Cl 51SW 103.15! 1130.00' 51.61' C16 9*26'28' l6i 100.00' 8.26' C31 90WO(f 3.14! 2.00' 2.00 pa ill LEGEND: =100+00.00 CENTRAL AVENUE z WREMOVE EXISTING AC PAVEMENT C2 2*2S57' 52.34! 1250.00' 26.17' C17 559*57* 123.76' 1182.00' 61.94' C32 gi 3.14! 2.00' ZOO' .6 is -CONSTRUCT NEW A.C.PAVEMENT A (D-RELOCATE TRAFFIC SIGNAL PuLl(SEE SIGNAL li PLAN) C3 446!Of 104.00' 1250.00' 57 03! C18 90WW 3.14' 2.00' z q, 0 M 00' C33 236'31* 54.W 1205.73' 27.45' WADJUST EXISTING TELEPHONE MANHOLE RIM TO NEW GRADE C4 9159'98` 40.111! 25.00' 25.8l C19 91 3.14' 2.00' 2.00' C34 23'16'56" 40.64! 100.00' 20.60' @-ADJUST EXISTING WATER METER TO NEW GRADE - -PAVEMENT GRIND AND OVERLAY EXISTING C&G TO PROTECT CONSTRUCTION NOTES C5 93*5342r 40.97' 25.00' 26.76' C20 227855" 24.72' 1 12.52' C35 27-21l 21" IN PLACE MATCH EXIST,UP @-BID CLEAN KRAKEN MEDIA FILTER FOR CURB INLET - 50.00' 12.21' A 14'i �' (D-SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C. PAVEMENT AS NECESSARY. @�-CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.STD.DWG CB100 06 7-38`11* 166.60' 1250.00' 83.42' C21 4'&17' 9ZOl' 1206.00' 46.0 C36 56' 117.93' 1214.00'1 59.01' -REMOVE EXISTING PAVEMENT LINE TABLE ®-CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.Owl NO.201 @-BID CLEAN MEMBRANE FILTRATION SYSTEM KF-4-4 C7 81 51.20' 35.00' 31.41' C22 20*27'51* 353T 100.00' 18.05! 7� LINE BEARING DISTANCE ®"CONSTRUCT 4"PCC SIDEWALK PER CITY OF LAKE ELSINORE STD.DWG.NO.210 @-CONSTRUCT LOCAL DEPRESSION,CASE C PER R.C.F.C.STD.DWG L0201 AND DETAIL ON SHEET 11 GO 8836'21* 41 30.00' 29.28' C23 1617'49' 28l 100.00' 14.3V -CONSTRUCT TEMPORARY PAVEMENT (a)-CONSTRUCT V PCC COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY OF LAKE E /7 Ll 117'02*W 111.59 ELSINORE STD.DWG.NO.118A.SEE DRIVEWAY DETAIL ON SHEET 2. @-PROVIDE CATCH BASIN MARKER PER DETAIL ON SHEET 11 C9 1'5745" 42.8Y 1250.00' 21.41' C24 453'30' 101.26' 1185.00' 50.66' ©-CONSTRUCT CURB RAMP PER CITY OF LAKE ELSINORE STD.DING.NO.214C @-PROVIDE 2!CURB OPENING PER DETAIL ON SHEET 2 L2 1 41'20"W 90.82 CIO Il 281 100.00' 14.58r C25 90*00'00" 4.71' 3.00' 3.06 @>-CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.ON.NO.203 WCONSTRUCT 8"PCC BUS PAD WITH 04 BARS AT 24*O.C.R13NFORCEMENT L3 N46'17'02"W 28.64 1 Cll 17*26'09" 30.43 100.00' 15.33! C26 81 4.70' 3.011 2.99' L4 Ni 09'22"W 41-48 &-INSTALL STREET LIGHT.SEE STREET LIGHTING PLANS. WCONSTRUCT LOCAL DEPRESSION,CASE B PER R.C.F.C.STD.III LD201 AND DETAIL ON SHEET 11 C12 901 3.14• 2.00' 2.00' C27 1*449* 37.92' 1198.00' 18.96' WREMOVE AND RELOCATE EXISTING SIGN PER SEPARATE SIGNING AND STRIPING PLANS (g)--INSTALL 5*THICK MEDIAN COLOR CONCRETE,BROOM FINISHED,BRICK RED NO.160 BY DAVIS COLORS L5 i Or 10"W 25.11 @-ADJUST EXISTING SEWER MANHOLE RIM TO NEW GRADE @-CONSTRUCT CURB RAMP PER CITY OF LAKE ELSINORE STD.DWG.NO.214A AND DETAIL ON SHEET 2 C13 64'l 2.24! 2.00' 1.25' C28 34-35'46- 12.08' 20.00' 1 L6 i 4S WE 15.49 &-CONSTRUCT 5.5'AC OVER 6*AB PER CITY OF LAKE ELSINORE STD.DWG.NO.100A C14 3MOI" 74.3S 1194.00' 37.18' C29 35*35!05' 12.42' 2O.W 6.42' AND DETAIL ON SHEET 1 @-CONSTRUCT 8'AC CURB PER CITY OF LAKE ELSINORE STD.DWG.NO 207 40 0 NO 80 Know whars below. �"E L7 i 55*W 7.08 &-CONSTRUCT TEMPORARY 3"AC OVER 10'AB C15 13-18'19' 23.2T WOW 11.66' C30 7-56-20- 161 1218.00' B4.52' 1 emilillill @-REMOVE AND RELOCATE EXISTING POWER POLE ll 111/12-/17 scale feet F, CW181"IbIllomyoul 1*= 4 Ll 9- E-7 PE EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET REVISIONS MARK APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATES imi LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 BENCH MARK: PARCEL 1-8 OF Tom 37284 A-9 &PL.T' e-28-19 P-4+ A SCALE: TPM 37284 12 im On California 91764 CITY OF LAKE ELSINORE SM Phone:909.481.5750 Fax:909.481.5757 9-95-55: CHISUED SQUARE ON OF SHEETS AS SHOWN ON PLANS OF HEADINALL APPRO)aMi 45 STREET IMPROVEMENT PLANS 6 sf SWLY ALONG THE CENTERLINE OF o PREPARED UNDER THE SUPERVISION OF: Or E 75 ReMON HABIB, RCE 83156 ATE CIVIV DATE: COWER AVENUE AND 45!SWILY TO COLLIER AVENUE FILE No. OF CAME THE SOUTHERLY END OF HEADWALL. 2'1 -Tti ELEV.; 1270.68(NAVD 29) STA 100+00-110+03.70 CITY ENGINEER,IV 12d�= CE 55237 ---U-ATE:---- ST JTES A. S�NEMA R CITY OF LAKE ELSINORE 1 3 129 : _ 295 129 95 12 295 . - . L t I : - -- _ ._ l_._ !__ — - — t _ i A N AL I 1 Ge .�.... _ 4 ! PROP._-.-_ #V U 1 1 ,, 129 : , _ 290 12 290 12 _... 1290 R/W R AYE U i f I I I - E . � I � -� -' .3. _...�_�_ 285� � i , _ 128 285 12 285 128. ....j.. ....... L.......... .-.......1.. ---- - : --- - -- — - - .- - - 1 I I � I � • ,. _�. _ - - - - � l - - + -� f ! 128 H _ - 280 128 280 128 —'-- _� -1280 EXI r .-..._L. ......... .._........ __ .-...I .._-- STI_._.-_ { } GROl1ND ._. I .......... .......... I I � 1 _ C f C 127 � I I _ � ----. '- 275 127 � , _ � i 275 127 I 1275 ' L. :I __-,—•�I -I- ; ; ;: I ! ; � i I �L_.- -�- t)--�-_I:_-.- ..�-_�r-�-{---��- -__�� �_,�-__._.-._�k 1 ,I ��—_�-�� —.� .-_. :I I I I I 1 !I OSEI O DEllPROPO PROPOSED C&G �R IDEWALKI kWALKPROPOSED SIDE � I 1 � : 1 __ 1�1 7 127 : 270- 127 --'-_ -_ —'.-- ----...._ ...---'._ - -__'_ - ..-......_.._.. 270 127 ,270 I t l I t t r t I I �. -- t t I i j i i_-� _ � ' � i � I I _L I I I I I I I I 1 ( i 1 t I t 126 1265 126 265 126 - 265 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -5O -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 101+50 102+00 102+50 129 : -' 295_ 129 - : : 95 12 —— T_"`�._.—- I I I C�N AL T N A N A�— l T _ 1 - - ; AVEU k { ( i. AVE U } R 90 12 • AVE 129 _ 290. 129.: _ 11 2 � , = fi I ---- t t a � ! 12 285 12 : - I. 85 12 - !. 285 I 1 ow ,., z.... i ...................... ----, _...-- t I 126 - +E �---....-_.1�k -EI_-�1{....._�I I_ JII:�}!i-L,....-...... _.{__ _-1 1 •s, !--..-..-j.�f—__•,t.�-.—14.—. -+I_--.-.T--_---fr<- _._.__..--'____-___..-.o:—�r1'.5%T+��`-___ : _....--.i--_----._.. 265 �I'_.-...-........-..-l�I_...--. .k__ 'I..�I( i >d t -_E_ X LI _I..S.T. IiN-G EXISTING mOR ND GROUND GROUND: ND EXISTING 12 280 12 I1 _ 280 12 _ C&G1 - - - 2 80 717. ,20% .... (zul- c,T1at PROP OSD� k 275127 275 127 ROPOSKE 275 T-- 127 1270 127 270 1270 270 F- t T I—L 265126 265 126 -100 -75 -50 -25 0 25 50 75 100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 103+00 103+50 104+00 OwoovE CENTRALAVENUE af HORIZONTAL SCALE f'=20' VERTICAL SCALE aKnow whaYs below, vo4 II/a/17CW18flbeforeyoudig ' MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE p ANDASSOCIATES 1Nc. QPOFFSSfAs OYgI o LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suits 250 2�z P' S�" BENCH MARK: PARCEL 1-8 OF TPM 37284 0. A9-P�U/LT Jai 2 28/9 -I{- 3 20-1y Ontario California 91764 y�� "Fy SCALE: GY7Y OF LAKE ELSINORE BM TPM 37284 2 Phone:909.481.5750 Fax:909.481.5757 AS SHOWN ON PLANS B-95-55: CHISLED SOUARE ON TOP OF No.55237 of HEADWALL APPROXIMATELY 45' STREET IMPROVEMENT PLANS SHEETS PREPARED UNDER THE SUPERVISION OF: + ATE `rr9�. CIVIL ��\P SW'LY ALONG THE CENTERUNE OF E_ R MON HABIB, RCE 83156 DATE: COWER AVENUE AND 45•SWLY TO CENTRAL AVENUE FILE No. „ _11 B�1$ 0{'CpL\E THE SOUTHERLY END OF HEADWALL. rno CITY ENGINEER,ELSINORE JA S A. INNEMA RCE 55237 DATE: ELEV.: 1270.68(NAVD 29) CROSS SECTIONS p CITY OF LAKE ELSINORE �O-AI/S ST o 130 I I 300 130 ' I I PROP f I I i •• _e��— am- --- A V-E-U- ! R_/II_+W--_ ' 12 70 ---i !i Tit I! I RA WR 129 295 129 .295 129 I' !I---_- fI! �I TIl 1 2 95 129 90 290 129 --- - '128 285 128 85 12 85 14 15% oUNEIXISnNG rD — LLL 128 280 128 128 280 } 4 PR I 275 127 275 127 27 5127 411EIL El 127 270 127 270 127 270 -100 -75 50 -2s 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 104+50 105+00 105+50 dEN A—I- AVE R 129 95 _ 90l 129 290 1290 7 12 285 128 285 PRO C 128 280 12 , 280 PROP ' - -- fi 127 tt 275 127 275 127 270 127 �e ,aN_gpEwffi¢$E -100 -75 -50 25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 106+00 106+50 CENTRALAVENUE oI aE HORIZONTAL SCALE 1°=20' VERTICAL SCALE 1°=4' +4 Know wbatsbelow. Call 8M before you dig 8 P a MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET a81 o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE W- F , Ag$OCIAT ES INO. ESSI N �, a/ PARCEL 1-8 OF TPM 37284 a LAWS AND A PERMIT MAY BE ISSUED. 4141E.inland EmpireBNd,Suite 25oe ,v BENCH MARK i� m Aci 6U/LT JS 2-es-/9 3-&M OntadoCalfonnia91764 �c L SCALE: CITY OF LAKE ELSINORE SM TPM 37284 G 12 Phone:909.481.5750 Fete:909.48t.5757 'n A$SHOWN ON PLANS cl 5-55: CHISLED SQUARE ON V OF a a° `�cl No.55237 OF HEADWALL APPROXIMATELY 45' STREET IMPROVEMENT PLANS SHEETS /3 PREPARED UNDER THE SUPERVISION OF: * * SWLY ALONG THE CENTERLINE OF g m ATE `I.yj�, CIVIL �r DATE: COWER AVENUE AND 45'SW TO CENTRAL AVENUE FILE No... _m REMON HABIB, RCE 83156 or CpL\E THE SOUTHERLY END OF HEADWALL. - Po CITY ENGINEER,AGTIUta JA ES A. INNEMA RCE 55237 11 '8 ELEV.: 1270.6.(NAND 29) CROSS SECTIONS ,�•.'ZG�ST o.. CITY OF LAKE ELSINORE 83 1290 12 1 ! 1290 1 '290 I { I - - PR . I I i COL IEf i T ,PR ! EXIST. i ! R. ....-.r_. -........... ..__•'__ .._._.�.-.. I AVEMUE I !...... --- ---- R 1 _ ..---- f- _. p R�W l r + -I-fi- Y _ _ `` i... ...r..:_ - I I I , I , I 12 l;: z6s 12 __-._ -.. _ro_.. ._ __-._--- ---- .._.. _ zas tz ! z82 -- - r - I - - -- 1 a. - -t�- r -1 - - �- - ION- `- I 1 i i i I T � I L.. i ��- `i ! - i.. � I { ! 280 12 280 --. ------ - _-- - - - - ----- fi � ! I _ _ - 1 , l "� EXLS1'.C&G T. -T j 0,+� I I t....._}- DST.C&G - - -- -_-- '--___.. L._ __.� -__ __ �_ ._.. -- - - - - - --- +--'- -I- EXIST.CtG ---7- 1 -I - L- PR07ECT IN.PLACE r- 1 r PROTECT IN PLACE -f- ..T -k'-� I--- lox T a.ex z.ox -I OP, 2oz -1sx !^ 1275 12 PR¢POCk6 �20tfCT 91 PLACE 275 127 ! _._. -._._.�. - - 275 12752ox ^� 2.0X 2.Ox _ PROPOSED ...-. + ! ! - - - - - -- - -- 1 MEDIAN .. t.... ! : PROPOSED _ - - --... -I--- __ -1 -a- -- - - -- - - - - - - - at fir. - +- - — -- -- - T ►�NANr - -- ! T J F �.. _ _ _ _-- --� — _ ''_ -1 _ oP(rsEp � _ I 127 ',, ! 270 127 70 12 ! - T - z 7 it _ -- --- - — - - - - - - k- : RMORAIN i rt tA2A1 I t I i i izs 14 - 1 zss tzs zss 126 I- ! r. 265 l - - - -'-- E -- --� t i_7 _ - - 1 I � ! ; ! , 126 ! 260 126 -_—.—_ ! ! ! 260 126 ' 260 -100 -75 -50. -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 101+00 101+50 102+00 129. : ago 129 90 12 -----L129_ r - _ - I I 1 - r r PR .� ER ROP. ST. I 8 I T.i! ! - __ _. I : - � - - ---T -- ! , 14 ! ! 285 1285 - 285 12..5 1 285 I ! - - - , fi - it -- --- - - - - t - - 1 --- -+- - -- - T r ! + 12 : 280 1280 2 80 1 z t Win, �r� _127 : r ! NEXIST.C@O 275 127 ^ It 275 127 .. L.. n= 275 _ PR CdcG _ !.-- _ _ PROTECT IN PLACE! _ `f" - .'' .,I' -I- -- EXIST.C&G -? f EXIST.CBcC 2.0x zox_ z.9x� PR Cam ' ! zzx ! �.. PROTECT IN PLACE __-._ ! -- -_ OP BUS cT -- 20x / - - f1 2o7G l . __...T_. L. ,--- ' .- -_PROTECT IN PLACE_.. ,....._j_-.. - z.oz _ 1 i z 7x I i, 127 _ i 270 127 PROPOSE SI j 1. .....I _ .....-_.. .. __ _...-- - -- - -- - - - - - .!._.._ ..... .-�_ I I rtfiI t 1 _ - STOR N ; '. C _ _- (---. -�� 'I--•--- - -- - �_t _-l--I - - t -- - j '�- - PROPOSED STORM IXtAIN---� -j I -�- -- '- fi o 126 265 126 265 126, 265 0 A- 4 4- 1 ! : I I I I TIWK T I I I E� _ 4�: 126 1260 izs _.. '- _. 11, 260T� � -�- zs -100 75 50 25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 75 -50 -25 0 25 50 75 100. 102+50 103+00 103+50 E N • COLLIER AVENUE oP QE HOR17ONTAL SCALE: 1'=20' $a Know what's below. vERncuscaLE: 1'=a' �m 4 Cali$Hbeforeyoudig S MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE DAVID EVANS �� CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 0 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Wr AND ASSOCIATES mc. , o:N S� PARCEL 1-8 OF TPM 37284 a LAMS AND A PERMIT MAY BE ISSUED. atat E.Inland Empire Blvd,Suite 250 e s BENCH MARK: i- m *- U LT J5 2-a-ly ?p- OntadoCalifomia91764 h� � _ SCALE: CITY OF LAKE ELSNORE BM TPM 37284 12 Phone:909.481.5750 Fax:909.481.5757 ca B-95-55: CHISLSI SQUARE ON T a o `�' No.55237 AS SHOWN ON PLANS 7 OF z PREPARED UNDER THE SUPERVISION OF: ,t ,r OF HEADWALL APPROXIMATELY 45' STREET IMPROVEMENT PLANS SHEETS ? SWLY ALONG THE CENTERLINE OF o 3 RE ON HABIB, RCE 631 6 ATE •✓IFq�fCA1tf � DATE' COLLIER lpE SO�t/THi ENU OD 4 HEADWALL. COLLIER AVENUE FILE No. CITY ENGINEER�hGi'#Ny -- JAMES A. SINK EMA RCE 55237 1 ATE.I ELEV.: 1270.68(NAND 29) CROSS SECTIONS �a-US ST N CITY OF LAKE—NORE J - 12 , 290 1 - _. 90 12 290 I I , PROP - 1PRCEX P. - - ---- r r- 12 285 t 285 1285285 -�-- - -+-_�J-_ - -- - - - I I I 1 280 1280 : 280 12 I 280 I I I I 4 8 I t I I { 127 275 127 T r rc" 75 12 ( 75 i I � - 2ozEli asz � --r-- � -. - --�--a---I-I- -j--�. . :- - I � I I f - _.. - - EIOST.ChG { t Mc ! ElO5T. t- t_ _ 1 4 3 - PROTECT_ -- 27G ,27 -•.___ .....-.... IN PLAGE . .._... I -�' 0z T I ' aoz` �. I PROTECT at PLACE 127 270 127 __ f t RB cu __�_ REl g IGUTIER I ( I _ EXIST.C&G CkG N TAN PROTECT IN PLACE PI�OPpSEd _..jI 1 _ Pf I � � �� MEDIAN y T T- : T : ! : 265 1 ! ! f 65 12pfi 5 2 6 28 — :---t-� . �. _ _ t- - —- - - 1 -- _1 - _ _ f II ' i 126 L 260 12 1 - 0 - - a-- - __T I + 0 2s 12 26 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 104+00 104+50 105+00 ,28 — 285 128 12 8 ��_ R _ .. - � , WE RAI t Rj! AW U p Irfw 128 : 280 12 -- 80 1280 - E� L - - -+Tr - - m 2 —..(12 r I F I jI - - - - - - (- h _ 127 , - - - : 275 127 �- 275 1275275 1 TJ I, 1� _ F t I I I — + --+- �- - - DUST.CBG - i9z EbSI: � 270 iD • j - I I }.. 1. ....... 1.7x CdC i--II- 127 y �# PROTECT IN PLACE 270 127 Sex -I PIMITECT N PLACE - - - 270 I ; I _ u 1, I 7 I r. .._... AN L - -li- - AN - - 126 265 126 265 126.. , 265 i p __, - iE I � f I I I I - -- --- -r- - - - _ I : I- N I I I I I i I I , 126 260 1 60 1 o I z 2so a I ,I� I ! r , -- --- o f 12 255 12 : - 255 1 r 255 w -100 -75 -50 -25 0 25 - 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50- -25 0 25 50 75. 100 105+50 106+00 106+50 1 E N i ® COLLIER AVENUE a E HORIZONTAL SCALE: 1'=20' Know what's below. 006 D V 'I/'Zf VERTICAL SCALE: 1'=4 i 00 o �l$1beforeyoudig O tY MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS - CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE wNo ASSOCI ATE:.... �EESS/Oa- &R p. a� PARCEL 1-8 OF TPM 37284 LAWS AND A PERMIT MAY BE ISSUED. g1g1 E.Inland Emgre Blvd,Suite 250 y BENCH MARK: i� Zh A5-eWILT �/Cj 2-28-19 4 3-Ze-1q ., ti p. , SCALE: 2 Ontario CaliforniaF :909. h CITY OF LAKE ELSINORE BM TPM 37284 j((y 12 %� Phone:909.481.5750 Fax:909.481.5757 �" AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON T V OF 55237 OF HEADWALL APPROxIMATELY 45' STREET IMPROVEMENT PLANS SHEETS �l PREPARED UNDER THE SUPERVISION OF: * # allJ SWLY ALONG THE CENTERLINE OF E m REMON HABIB, RCE 83156 AlE 9�.OF CA�1F ,P DATE: Q�THERY END MID OF HESWLYADVII COLLIER AVENUE FILE No. v ALL CITY ENGINEER,ACTtAIC, 1 I ELEV.; 1270.68(NAVD 29) CROSS SECTIONS �4•,�ST( I' - CITY OF LAKE ELSINORE - JAMES A. S NEMA 55237 A J i 285 128 I _ 85 1285 ! 128s 2 - t _� _ } E-AVE _ I I X STEX ST. ST I I _ _.'__ —� }—�-- F I � , 12 280 12 80 12 28C L I i - T r ; I I __ i i t r T - 127 275 127 7 2 { --- - I 275 27 i I ' r I 1 I I , I m f ( ---' 0 r �I EXlsti CMG } 18% ---. ' S S I I EXIST.C&G CkG 127 --. : : -PROTECT IN PL ACE 270.. EXIST.C&G 270 127 2.oz taX 270 127PROTECT IN PLAN - 2mt 20X _ _PROTECT:E PLACE _......... r 21X {t T - � I I i }} ; PRQP.-.... STORM-.-.R 136 .. : 265 126 -... ! ' .... 265 126 PROPOSED STORM DRAIN ' I U I I { .` �_ 1 I -' r _ _ __ , .f- —I - �----I-- ; - t f ,I_ _ ,_' fI;I _'-'!!,�II--_•-_ -J_-iI!I','�__.�._....,i.If..--..-�i�I,_:I---.4--.�'i,-_---._--.' /tI1I Ij'-/--/1.',,_Y_-'LII.!i- 1{1�!'_-._-_-._..}II- ---I 1 126 260 126 - 2 60 12s -I.--.--- " 0 vII T .s- _- I-. -_- -! -- -II, k- ..._...._,�l.-_.- .-.._ -�fI1IF', .—.-- ..- - ..-- .. 2 22 6 7 50 — 125 255 1251255 1255 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 107+00 107+50 1 285 1 285 1 285 JEW T.IRP. I Q0-.E� R VE iJE UR RA 1280280 128 280 12 1275 1275 127127 275 Tit S DUST.CUTTER EXIST.C&G RROP :EXIT &G PROTECT_ - ERM e PLACE .6 _PROTECT IN PLACE 12 BERM 270 127 270 12 4X 17-1 - - 126 265 126 265 126 2605 P PR STORM OR-.{ 260126 260 126 o 255 12s 125 255 12 — -100 -75 -50 -25 0 25 50 75 100 5 1 -100 -75 -50 -25 0 25 50 75 400 100 -75 -50 -25 0 25 50 75 100 108+50 109+00 109+50 - w¢`$docE COLLIER AVENUE HORIZONTAL SCALE 1 HI VERTICAL SCALE Know what's below. 4A OVCall8Pbeforeyoudig - o aNE MARK - REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS .CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET oD APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATESIN*. ESS/ ieN p. '-`� LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,,Suite 250 �e N BENCH MARK: PARCEL 1-8 OF TPM 37284 i- m u�L A42- J� 2-ZYi"19 Z.Q OntarioCalifom S� ia91764 = SCALE: CITY OF LAKE ELSINORE BM TPM 37284 12 Phone:909.481.5750 Fax:908.481.5757 8-95-55:HEADWALL APE)SWATS ON T n Ne,55237 AS SHOWN ON PLANS OF 5-55-. C APPROXIMATELY as• STREET IMPROVEMENT PLANS OF SHEETS PREPARED UNDER THE SUPERVISION OF: * * SWLY ALONG THE CENTERUNE OF o d REMON HABIB, RCE 83156 ATE cl 8 I 9iF ICA 1F \! DATE: COWER MENU ENDOOF HEADWALL. COLLIER AVENUE FILE No. cg CITY ENGINEER7pgTrIJ((��.:; — l / ELEV.: 1270.68(NAVE)29) CROSS SECTIONS tr$.w1' a CITY OF LAKE ELSINORE JA S A. NNEMA RC 5237 UAT2: J I 1-15 S/B ON—RAMP 8 8, 8' 22,000 LUMEN WMINARIRE 2ZDDO LUMEN WMINARIRE ALUMINUM FULL CUT-qT'Higi ALUMINUM FULL CUT-OFF HIGH RAINCAP PRESSURE SODIUM TYPE RAINCAP PRESSURE SODIUM TYPE I DESIGN PARAMETERS: I DESIGN PARAMETERS: g -80 MPH HIND FACTOR -80 MPH 1MND FACTOR * -1.3 OUST FACTOR ROUND OR -1.3 GUST FACTOR ROUND OR OCTAGONAL,TAPERED POLE NTH OCTAGONAL,TAPERED POE MATH 105+84.08 I ACRYLIC ANTI-GRAFFITI COATING ACRYLIC ANTI-GRAFFITI COATM PROP ST LT I I 69' I 62.5' 1 6.5' I i '......................... F YC,2{6,1#6 GRD 104+98.06 a4 g+ EX ST LT I I 2 T.! 4.0' To 4.0 t ! 1 W II L_jQ4+29.15 1 0 :I o I i PROP ST LT I l T`! I :'It I III—t I- 4-1"X36"X4" I n—ITr 4-1"X36"X4" Z25 ANCHOR BOLTS P5 ANCHOR BOLTS J 2"C,2#6,1#6 GRD SQUARE OR ROUND FOUNDATION SQUARE OR ROUND FOUNDATION Uj > / CENTRAL AVENUE COLLIER AVENUE ti STREET LIGHTING STANDARD DETAIL STREET LIGHTING STANDARD DETAIL \ NOT TO SCALE NOT TO SCALE J / / 103+12.16' ->� EX ST LT -3r oo PROPOSED R/W 2 69 z I 62.5 r W U I I I 102+234-17, PROP ST LT g N I I STREET LIGHTING CONSTRUCTION NOTES: 1 t_(-INSTAL_ORNAMENTAL CONCRETE STREET UGHT(22,000 LUMENS'20OW,HIPS)PER CITY OF LAKE ELSINORE STD.DIG.NO.502 J aINSTALL 3"PVC SCH.40 CONDUIT WITH PULL ROUE PER UTILITY COMPANY REQUIREMENTS.AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE OVEN TO SOUTHER CALIFORNIA EOSON 101+34.50 COMPANY.EXACT LOCATION OF CONDUIT SHALL BE DETERMINED BY SCE IN THE FIELD. EX ST LT --3r I 1 PROPOSED R/W o N z'c,l zts,,ps GRD �- __ _-i GENERAL NOTES: J g 2"C'2/6,, GRD o 2 = - 1. HANOHOLE SHALL BE LOCATED ON THE OOMMSTREAM SIDE OF TRAFFIC. + \ a c 107+00 2 INSTALLATIONS OF STREET UGH STANDARDS SHALL COMPLY MATH — — — — — — — — — _— __— CALTRANS 2015 STANDARD PLANS ES-7M AND ES-7N. AD 00 0 16 -w a �r a 0 ® ;n 00 100 00 - 2+00 --�� yF // / 10 LT o 106+34.95 --- r 1r I E 100+00.00 CENTRAL AVENUE !! =100+00.00 COWER AVENUE _ o , CRANE STREET gw 4 scale 1" COLLIER AVENUE ° — 40'4Q feett E Know what's below. ig s CW18M before you d MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE mDASSOCIATESINC. Q(iOFEss/ ao Q p. g� PARCEL 1-8 OF TPM 37284 - LAWS AND A PERMIT MAY BE ISSUED. Inland s ro BENCH MARK: TPM 37284 12 AGi-i3GlLT JGi 2 28-79 3-2c-►9 Ontario California 91764 y��` ~i^� SCALE: �o > Citt LAKE ELSINORE BM Phone:909.481.5750 Fax:909.481.5757 AS SHOWN ON PLANS 8-95-55:HEADWALL AP D SQUARE ON 7 oOF °-z 1W No.55237 of 5-55-. C APPROXIMATELY 45' STREET LIGHTING PLANS SHEETS PREPARED UNDER THE SUPERVISION OF: * * SWLY ALONG THE CENTERUNE OF E 6 o fir✓ 00- �Q DATE: COWER AVENUE AND 45'SWLY TO CENTRAL AVE-COLLIER AVE TO 1-15 FILE No. REMON HABIB, RCE 83156 DATE _ OF cxbY THE SOUTHERLY END OF HEADWALL CITY ENGINEER,AcriNoj - Il f$ ELEV.: 1270.68(NAVD 29) COLLIER AVE-CENTRAL AVE TO CRANE ST 1q►�'� ^T .o CITY OF LAKE ELSINORE JA S A. SINNEMA RCE 55237 A SITE SPECIFIC DATA* KF PERFORMANCE DATA i PA07KW WALL B/O CLEAN KRAKEN MEDIA FILTER W/TH TROUGH SYSTEM MODEL#BlO-CURB-KMF FILTER PROJECT NUMBER 16945 CARTRIDGE HEIGHT(N) 30.75 AMMeRaNF Tx�R(Tip) __-- PROJECT NAME LAKE ELSINORE CENTRAL CARTRIDGE wow RATE(GPM) 8.50 - 1 I -- FOR USE IN CURB INLETS TROUGH PoNIOVS RIFT awEr MaNHaE c aRH 9I2'C2r a WR a[" PLAZA NUMBER OF CARTRIDGES 16 I j Fx7lu v S "Ij sraavcss mx rw IW_ 24'FRAME aro COIf'R PROJECT LOCATON LAKE ELSINORE;CA CIAIM TOTAL TREATM£M FLOW RATE(CFS) 0.30 I I .. ACCESS _N. ,w rZ•y.`v s�sr'c,.-A Ir at n.mr.max aA STRUCTURE lD C7 H I 1 SEDIMENT STORAGE CAPACITY(CF) 4.11 91111E WATER OUAl1TY FLOW RATE(CIS) 0.30 �® KFSTORAGECAPACITIESQ �I J7L��{ � PEAK FLOW RATE(cLs) 585 T I M410W I o 'ce PEAK STORM DURATON ft WS) 50 SEDIMENT CHAMBER CAPACITY ,^ I I -4 6- PW I LENGTH(FT)WIDTH(f7) HEIGHT(FT)TOTAL(CF) f PIPE DATA l.f. MATERIAL OlIMETER ( LL L I 1 6I0p1�� CHAMBER 1 1.00 1.10 1.50 1.65 w I I I I M5,91 Easr.r MtAFlm Ale 11,E -. INLET PIPE 1 127U.18 HOPE 12" CH4MBfR 2 1.88 7.10 0.50 1.03 I I I I a"mx,W°raws xnldlr H<Tn or H P i OUTLET PIPE 1 1268.85 HDPf 12" - --- - -- RIM LYEWi7loN 1274.12 FILTRATION CHAMBER CAPACITY" I I --J aw eaMwRNr �Maat CHAMBER 1 2.90 2.88 a25 T42 PRETRFAnHNf SURFACE LOADING REQUIREMENT CHAMBER 1'-0'-I 1"-0' O��(TIP) � FRAME AND COWER IUD. •WLUME OF FILTERS SUBTRACTED MV STORAGE CAPACITY 1,-t NOVIE r CHAMBER SECTION CORROSIVE SOIL CONDITIONS' N/A � PLAN VIEW FIGURE 2.,KNOWN GROUNDWATER ELEYATKkV N/A PRETREATMENT N tEr S TS aw I F*' ��' OF ��' NO , 5•_D• FIGURE I., a M •_D.6- NTS MWOE CAST INTO TOP SUa DETA OF PARTS }. Aarnr tEr sMs' = PER ENGINEER OF RECORD GENERAL NOTES P,wRITp/,,wNc DETAIL OF WSTALLA710N .1. MO CLEAN TO PROW40E ALL MATERIALS UNLESS OTHERWISE - - CREST-1271.91 - - �aya ewrMtE 10' dRr E MANu[ NOTED. I 1 I 2 ALL D/M£NSM,,ELEVATIONS SPMnCATONS,AND I I ( >_•, CAPAC/TIES ARE SUBJECT TO CHANCE DETAIL OF CONFI. FOR PROJECT I IH/M/IroLE.s .y-. 1 ( FIGURE IGURATON SPECIFIC DRiWINGS DETNUNG DACT DIMENSIONS WEIGHTS, I OJw PRE PLR , AND ACCESSORIES PLEASE CONTACT BID CLEAN. MISTAUAWN NOTE 4 h I :.7.: Fee INSTALLATION NOTES (' AatSS MO qR1/a5M' 1. CONTRACTOR TO PROVTOf ALL LABOR,EQUIPMENT,MATERICS FXIM LgaT AND INCIDENTALS REQUIRED TO OMG4O AND INSTALL THE ' 4 I I -w. and rwr KF UNIT AND APPURTENANCES IN ACCORDANCE WITH THIS I DRAWING AND THE MANUFACTURERS SPECIRCAPONS,UNLESS I '+ ' K9WFfFA'MEMBRUdF OTHERWISE STATED/N A14NUFACTURERS CONTRACT. I - , FIGURE 4: 2. MANUFACTURER RECOMMENDS A 6-12'LEVEL ROCK BASE I >:.� z.awxrl sisroe WWAMftV mar �" fKi&R C RIAWcf DETAIL OF WEIR IApA2/ OF MYEr arxarR Se Ri aMRT All a A FKIFR UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTACTOR I •;� I I our=rssR.a6 ;.y PN I.. . `W a"a0 w ems"` FLOW RATES-INLET KRAKEN MEDIA 5 RESPONSIBLE 70 VERIFY PROJECT ENGINEERS ...:, �.. � A a��M I 13-t M fxmt ANMNACNRMD of rW)X SrAYIlF55 SIFFt. IYiER r rA�ar war sue aMe as wzn>:/Grae or sr ALL PIPES BASE FLUSH IS. .5 3. ALL PIPES MUST BE FLUSH WRH INSIDE SURFACE OF I I FIGURE J 2'SAW PIPE CONCRETE(PIPES CANNOT INTRUDE R£YOND fLUSH). -� z N �� r M fJl]m tt[CG1rID Ld7<2RY(dWm rhE Y9AYKYF i'OR FAn• '•'• ::• AkZW NKACE'AI£A.fA SO R RR 3a'TAC aRrsas DETAIL OF PRO AE RaeIW.AAU Mav RIx " 4. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT - - .. .. ta[ac AS awBD=Ds2r a'N/sn rr --- FIGURE 4: z IFAGTN a snout aN vaRr rxal2'ro sD' rota.ne4�R or awRxrxs=a SHRNK T PER COMECUDN DEN L AN USIALL MEET OR�LXCfEDSREGIONALD "�rkfi 3.-0. 1.-0, aaerPnss a rrn cheer'e,W/ cx `j UNDERDRW MawFaD _ e DETAIL OF MOUNTING s On sra ate Ctsrar We s S AVAME- sum F � .2 PIPE CONNECTTON STANDARDS. 3'UNDERDRNN raRR rrffAa9MT rtar RUE=IM x s x aazl/z fkL/(rROUT SPACE MANIFOLD 6. 4•�•� SISTEV AND 6 EaMI ro IIR a"Aan a'RR'CrA]B a aW'G "Sa38 CHr:al1E a5 =.M4Nlfa➢S END VIEW 5fE aCE 2!<R ENx'PL4YA/NdV a" 1A 5/02M1"G4 MIIY 915Ea aI eM al£rcr HILF rtYl FIGURE 3' NATFR fiq ar£GIfCaA1Ea 9A&D frill'Mir fIDW aifS Il.AIX'lIFTW(IRE1rNmI AAD 5/CRWECNMGiY aY K PaBUPY4%Y 1E5TY.4^US/D A[[NMAC FIVE a'012/f.W j1b NTS 5'-D' aenwrNc ao atw avm tact rrrzR arrw.s acmVm er uaNmlc uursdr farm a�srcrs DIIM OF PAR7S rr a�.iRa+sr9�acr amt mm uamvc A wm rrrae cr z. ELEVATION VIEW RE N rREmm�ww a e as de Maea k ae-cam-Alr aaMwc x m eroat B a�cu� M aE ear r ae Ae ES NTS a W0`m E W M-AIRMS RO Clean iuwwrm a rctt ewarrcroRERs ME Bio-&Clean PROPS :AND C0.1YlaNINL: - )6� �J3-J/76 ah'� �D. G 9a KF-4-4 A Forterta Comi>MY trxvc7ea-4o-:cro FAr.>m�-w-ans are NOT FOR CONSTRUCTION "F ^�"TM^a BiQ Clean �EMBRANEFILTPATION SYSTEM W/7Ti PRL7REATMEN a E s s/s cue xrs A Forterra Competry u ttcF atw� aMr/DS Ki a AS uM5.MUMS aiE aKE I 5/8//a alE. h .eecs xa s°`°ear A Frorterra Company SITE SPfClflC DETAIL mass erx Ifsrs NNe MS am a*2 CITY 9F �- CATCHBASIN ^. LAIC 1+JIhtQx.,E. J N+ - n u tY[aCUYtr[aCUY II° AIL SHEET- �4. The - requires that catch basins be marked `No Dumping, Drains to Lake' using the dos Manufacturing Incorporated,3"x 5%'Duracast style storm drain marker. Stone drain markers are if required at all storm drain Inlets/catch basins within the boundary of a development projaCl. item:NO. Description I I I I NDLS"X 5 WRactangis BIuelWhitetGreen,"No Dumping,Drains to Lake"Duracast Style Storm Drain Marker AG Adhesive Guide-Imprinted on back of marker RS•222-5 5 oz.Adhesive SqueezeTube N 1273.75 1270.18 1269.92 RS-222.11 91 oz.Adhesive Cartri a for aid,caulk urt 1274.13 Fg FS FS Ordering information:das Manufacturing Incorporated,3810 Cinnamon Trace Dr.,Valrico,FL 88598I FS Ph 800-549.6024/www.dAsmanufactunno com.- ' 22' 3' 1273.95 1270.38 I 1270.12 1274.33 6 FS FS 6' 15' 3' FS FS t+pl "Deracaat"StYMo Example COLLIER AVENUE COLLIER AVENUE STA 101+57.63 STA 105 .74 CATCH BASIN NOTE: CATCH BASIN DETAIL PROVIDE DURACAST DAS STORM DRAIN 1°=s' CATCH BASIN N DETAIL MARKER ON ALL CATCH BASINS.SEE CATCH BASIN MARKER DETAIL HEREON. 3"X 5 1/4"Rectangle • - tF"81We dg8 �i1t�6tA t11fr283�1#1�28Y-11 This rt ricer has aWaal�rethane°dome" it is a single part adhesive which requires no mixing or v po yu spoiled special surface prsparation. ti prgvktes a permansm.bond.. `o c to the fact of:the madcer. Nis optically clear, to concrete,asphalt,metal or just about any flat varticai or o ra:i of.o m 7taprohv dlas protection against mechanical resistant, concrete, ¢ horizontal non-soil surface. a � tO tO- `O - Recommended application is i NN N chemical abrasion. N Will skin over mean hour,be within (2)�,ard - I _ achieve a full cure within 18 hours. o -. - - - - $ �;"'^4- __--____-i I oz.blecart ir,either a b it anyro-saeable Squeeze tubs or an- The adhesive guide insures 5 oz.canridgefor use.with any caul gun. proper.adhesive application �---/ on the marker 1268.79 1268.79 FS `V I`1 ° 1268.99 I I 1FS268.9s }`M d ICI BY'�I1�IIIIIIj'�I��Ili�'lili lii;i E FS 6' 8' 6' The marker should be placed in clear sight on the top 1 Of the inlet facing toward anyone approaching the inlet from either slde. All storm drain inlet locations should be identged on the daystopmant sfte map. w Rater to CASC IA BMP SD-13 at COLLIER AV E N U E ht1m1AW w oabmonandbooks gcmtD umen s aaysfo ixnenysars:odf U STA 108+21.37 a'm'u.arra°w's°,a,.a^wzoasa"arexleam a E CATCH BASIN DETAIL g 1°=5' � C:iDQ(:trM2-ilbikixbYlLbCALS-I4TampSdatesEX312BlCatch9asnpAarxCrrxteitsheer.tlor g a Know whars below. it/I C8118flM teyoudig Poo 6V ��1� CATCH BASIN MARKER DETAIL oN MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET oro APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE p Q ANDASSOCIATESMNo. Q ESS/ �r p, gr PARCEL 1-8 OF TPM 37284 a LAWS AND A PERMIT MAY BE ISSUED. 4f4fE.InlandEmpireBlvd,Suite250g N BENCH MARK: i �/ ,4G1"pj(l/�.T ,'' 2�ZB•/9 �"�' 3-Ze-11 OMado California 91764 y tii^y SCALE: CITY OF LAKE ELSINORE BM TPM 37284 I 12 io Phone:909.481.5750 Fax:909.481.5757 Na.55237 AS SHOWN.ON PLANS B-95-SS: CHISLED SQUARE ON T ! OF n z° /1 ) PREPARED UNDER THE SUPERVISION OF: OF HEADWALL APPROXIMATELY 45' SHEETS * `* SWLY ALONG THE CENTERLINE OF STORM WATER DETAILS E RCM-ON HABIB, RCE 83156 ATE 9jAr. CIV0. `. DATE: Ca.uEn AVENUE AND 45'SWLY TO FILE No. m CITY ENGINEE AGrrNEr _W 8 f Qr C�1E ELEV.THE�270.68Y NnvD29 HEADWALL c g CITY OF LAKE ELSINORE JA ES A. 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'to scale 1 10, feet 3 C21118llbefofeyoudig ©� II 'Z�fT F MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE I APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATEF /qy� SHEET o AND ASSOCIATES 1N0. PARCEL 1-8 OF TPM 37284 /� 228/9 p Ze-f LAWS AND A PERMIT MAY BE ISSUED. r 4141E.IHandEmpireBlvd,Suite250 �s P SN(F BENCH MARK: A im AS-l!5m T ,1� l Ontario Califomia 91764 y �^3:+ SCALE: TPM 37284 1 L i'6 j g CITY OF LAKE ELSINORE BN Phone:909.481.5750 Fax:809.481.5757 w B-95-55: CHISLED SQUARE ON TOP a i �c No.55237 AS SHOWN ON PLANS F PREPARED UNDER THE SUPERVISION OF: * ! OF HEADWALL APPROwNATELY 45' STREET IMPROVEMENT PLANS SHEETS SWLY ALONG THE CENTERLINE OF o m ON HABIB, RCE 83156 ATE D T£ 9Tf CIYIL t� DATE: COLLIER AVENUE AND 45'SWLY TO INTERSECTION DETAIL FILE N0' m 1( I CAL\f THE SQU 70.68 END OF HEADWALL. c 0- CITY ENGINEERfRcTrNq JAM ES A. NEMA RCE 237 A ELEV.: 1270.58(haw 29) CENTRAL AVE/COLLIER AVE ������++ g„ CITY OF LAKE ELSINORE �� �►�`�T o`a