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HomeMy WebLinkAboutscan022 COUNTY ROUTE POSTMILE (HILOMETER POST) TOTAL PROJECT CONSTRUCT/ON NOTES AND QUANTITY EST/MATE_ EST/MATED EARTHWORK OUANT/T/ES R/V 15 26.46/2T O AL PROTCC/42.95) REMOVALS & RELOCATIONS CITY CAL TRANS TOTAL GRADING SUMMARY _ c�lr 041 AANS rOrAL ... REMOVE L-XI577NG PAVEMENT 0 S.F. 4,380 S.F. 4,380 S F. CUT(C.Y.) 0 0 O x•MD,.•II p FILL (C.Y� 380 1 1210 1590 tiI,t�V' 01 REMOVE EXISTING INLET S7RUC77lRE 1 EA - EA 1 EA 'ABOVE ES77MA7ED OUANT/TYS ARE FOR C17Y PURPOSES ONLY. OUIN7777ES MAY .,,,,,,x i� - - „,,, re ` *• .11 REMOVE EX/S77NG PIPE AND CONCRETE COLLAR 1 L.S. - L.S. 1 I.S. VARY DEPENDING ON ACTUAL FIELD COND177ONS NONE.• THE ABOVE-OL4N7777ES HAVE BEEN E3'77MA7F0 BY THE ENGINEER FOR (uD CLEAN AND REMOVE ANY OB57RI1077ONS FROM EXISTING > L.S. - L.S. 1 1.5. PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL 00FRM/NE HIS OWN 011AN7777ES � ARE AND OUTLET S7)PUC7URE AND H£/S SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT AND OTHER GRADING OU4N7717ES FOR THIS PROJECT. -- SECTION TIWII `'i�..'w'°a.."m+°4nn i eaw•w.e»°o.«.uc. CONSTRUCTION NOTES CITY CAL TRANS TOTAL 14'2 21.8' 1 RAIL ELEMENT -i»+«»a rw,p a..w.• w PROPOSED PAVEMENT �• EXISTING PAVEMENT -- _ VARIES 25' 4' VAR/ES AA 2.3" 11.5 ' 8' "'"'re'"-I`"` .{.� TMl='�'•'�+W'»"'"'""°""° s ' CONSTRUCT 0.60'HOT MIX ASPHALT(HAA7) CONCRETE TYPE A (AC) W/77r'j-/NCH AGGREC47F - S.F. 5,450 S.F. 5,450 S.F. EX GROUND 0.f0'MIN THICK u ��"^' '��+ '"^"••' o ..7»T, .^• GRADAT/01✓&PG 64-28 M ASPHALT B/NDER OVER 0.65'AGGREG47F 54,88A.5E CLASS 2. 4/ HMp 10.2) AC OVERLAY SHOULDER n�„•° IX.EP aMIDWEST GUARDRAILSYSTEM WITH NXV POST AND BLOCKELEr1Tld .a..,,"».w. /m-...,E.,.° W(rD8 CONSTRUCT 0.60'HOT MIX ASPHALT(HMA) CONCRETE TYPE (AC) W/lh'j-INCH AOGREN47E' - S.F. 4,6f0 S.F. 4,6f0 SF. 6R 22OR 1 (-2.OX) IX.GROUND r v°`.., • "�»•« ~»ram^»• GRADATION&PC 64-28 M ASPHALT B/NDO OVER 1.70'AGGREGATE SUBHA.SE CLASS 2. --1------ "•""'^"'° /w•" •'•«�' � _=•"�>:°�"'• (:2) REMOVE ___ ,-- C`_J REMOVE AND REPLACE EXISTING PAVEMENT 200 S.F. 2,570 S.F. 2,770 S.F. EX.GROUND A:� -------__ w�-. ±°KK �w - g- �, �M»�,,•• COLD PLANE AND OVERLAY a 10'AC MIN. 200 S.F. 36,000 S.F. 36,200 S.F. 0 S4WCUT Ilia `"°`�v 4`�� "„"°°'"'°'�«^"•'_"'°°°'" D4YUGHT NE OFF RAMP - 44 SECRON �� CONSTRUCT CONCRETE CURB TYPE Al-6 PER CAL7RANS STANDARD PLAN A8'7A - L.F. 565 L.F. 565 L.F. © re pre ��" 363+60.87 TO 368+00.00 PM. „(5 CONSTRUCT 'HOT MIX ASPHALT(HAM) CONCRETE CLASS 2 AB(ACf W17Yf -/NCH 1,360 S.F. 6,250 S.F. 7,6f0 S.F. NOT 70 SCALE AGGREGATE GRADATION&PG 64-28 M ASPHALT BINDER OVER ir69,AGGRE('4TE 1 2' 21 8• ELEVATION SUBBASE CLASS 2. °' RAIL EI EIsNT SPLICE DETAIL � PROPOSED PAWME19 EX/SBNG PAVEMENT «�.V?-'.� ^��«...,+..,« ,00e „"re C:J CONSTRUCT CONCRETE FLARED END SECTION PER CALMAIS STANDARD D94E7 1 EA - FA 1 EA VARIES 2.5' 4' VARIES 2'3 11.5' 8' '^'^'^'^^'^•+'^s°"'•'�::'+:°w:,... -LJ ._... °...,."`>,.,".a.".x. '°". '. "<«:.'4ra'"�"" MIDWEST GUARDRAIL SYSTEM SHLOR (0'-10.2) SHOULDERaI^,.,7a».:<'f.«'^'°.+'Y'r."°'°""°00'°'"'» sEcrmx A-A STANDARD RAILING SECTION �� CONSTRUCT 30-RCP PIPE CLASS/V(2000D) f0 L.F. - L.F. f0 L.F. IX �U yI� tNrWOO DOLT tK17N ' 0.f0'MIN THICK •^ x•'«»"„,•••^• pD T II�IS�ALLA�IS WOOD BLOCK) br:a." (� CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD OWG. NO. M803 1 £A _ £A f EA +!•� H'� E A AC OVERLAY w w_ T r5X 2.OX 1 (-2.OX) IX.EP IX.GROUND O - --=-- „ R CONSTRUCT 8ASE✓O/N7F0 PLAN CONCRETE PAVEMENT(✓PCP) OVER 0.70'L'LASS? - S.F. 68f0 S.F. 68f0 S.F. -------- ... -_. AGGREG47F BASE(AB). IX.GROUND 4•�� IA - - SAWCUT it w a w.•. x..x,r , 10 CONSTRUCT M/OW£ST GUARDRAIL SYSTEM WITH N1900 POST W/7H WOOD BLOCK PER 118 L.F. 86 L.F. 204 L.F. C C4L7RANS STANDARD A77L 1. E OFF RAMP - 44'SEC77ON - r° » «•n=• - y;q� :� "� I,uuu TABLE A .,^.•.,., 368+00.00 TO J71-I-25.00 0 CONSTRUCT HOT MIX ASPA/.4LT D/KE TYPED PER REVISED G4L7RANS STAND4l?D PCAN 145 L.F. - L.F. >45 L.F. _ -•° +,.,.. ':,.•."+..... •� ' RSP A878 NOT TO sc4LE to yBw r,a,iLL w Y - -__ BDANTtTIES 'NOTE.• THE TOTAL DEPTH OF THE PAVEMENT STRUCTURE(DEPTH FROM THE SURFiICE W THE SUSGRADE)SHALL 14.2' 21.8' ""� ELM 1 MATCH OR BE IT//CKER THAN TITS PAVEMENT STRUCTURE GRADING PLANE OF IH£AD✓ACENT 777AFF/C LANE. PROPOSED PAVEMENT fX/SBNG PAVEMENT �•«t• - ,, •, . LEGEND & SYMBOLS 2.3' "°"" VARIES 25' 4' VARIES 11.5' 8' i4 . : • eASE e� w r _ EXISTING ELEVAT/ON EYC =END OF VERTICAL CURVE ( ) E SHLDR 0'-10.2' SHOULDER E'... .. - nrY 4-I r,¢ Y IX.GROUND f DRIVEWAYS I. y IQ LOr NUMBERS ECR =END OF CURB RETURN ¢'TA, 20% (- ) _ '�" .D •'-p;-- P iv 0-- WATER METER LL = LAYOUT L/NE SIDEWALK FL = FLOWL/NE �� 1 2.OR IX.GROUND #� "'" i "STREET L/CHT FS =F/N/SH SURFACErro NR € 1 r `A L E--�- F/RE HYDRANT GB = GRADE BREAK IX.GROUND R� _ .., '""-- ""°p`re'M` `- 9 -------- SAWCUT TwE AN cults TrPE AE°Neas rrPe As claws Tree a nwa TYPE E Euee = DAYLIGHT NE OFF RAMP - 44'werl N ,D• ��--��-- -a WATER VALVE MOC =M/DOLE OF CURVE " € ' O SEWER MANHOLE MVC =M/ODLE OF VER7T04 371425.00 TO 372*15.42L CURVE NOT TO SCALE .- T^ CATCH BASIN N2Y = NORTHERLY EX/sr £X/Sr. -L ""' '""-- """"""r •-P L ` TrPE al clues Erne BB news rrPE«evcuees Trx u cuww TYPE x wew 3 BLOW-OFF OC = ON CURVE WLY FLY ,••", ,••,�•• " AIR VAC/AIR RELEASE PCC =POINT COMPOUND CURVA7URE PL i 44.5'-149' PL yes, Lg�M..�. - 42.0' 13.5'-41.5' r Al°i!"°......w.•.,.>.,...°" =PROTECT/N PLACE ^«-»•^-a^•+- _..._::... STORM DRAIN IXISRNG PAIEMLWT PROPOSED IMPROVEMENTS .,. ,,,-, w•,-? =•=".!==+=%1"°•"' DAYLIGHT LINE OR CUT/FILL LINE PRO = POINT OF REVERSE CURVA7URE 20.5' 21.5 75'_10.7' 6' O'-24.3' "+-' -" _�a;ga�""'^A"•a•^�'«' ^"°' "°°°""T�`"'"'"""°" CURES AND DRIVEWAY• NEW CONCRETE PAVEMENT PROP. =PROPOSED 1 �1' .„..,«.°•, w scALE _ -NEW A.C. /A.B. 5EC77ON RUE =PUBLIC U77L/7Y EASEMENT VARIES(1'-J A A li -COLD PLANE& OVERLAY RP =RADIAL POINT VAIRES IX.EOP H MA 2 R/W =RIGHT OF WAY �IX.EDP(VARIESR) IX.AC (1.6-1.9X) 0.f0'MIN THICK VARIESX 10 -� ---- AC OVERLA (1.3-1.6X) TOP OF -REMOVE EXIST. AC PAVEMENT S = SEWER -- L- `°'• TOP OF CURB ELEYAPON u SD = SR7RM DRAIN EX.2:1 SLOPE _ \2\ ®.` T 5 BCR = BEGINN/NG OF CURB RE77lRN SFM = SEWER FORCE MAIN ---' �'��Y « 3 IX.AC BERM S'LY = SO✓THERLY TO BE REMOVED "� c `� �- -,•lt w n BVC =BEGINN/NG OF VERTICAL CURVE I WE STREET• - SECT)/ ��� Y11CNf E ""' I n A'.I- : TAN = TANGENT IX.GROUND I "•'' 1 w LIMITS OF GRADING F 25*26.90 TO 26+43.20 ® CB - C47L'N BASIN ` TB 70P OF BERM NOT TO SCALE wre' L =•` CL = CENTERLINE - _ re = TOP OF CURB rYPc A TWI c w rrca o IYrE E E F ri EP =EDGE OF PAVEMENT +•• + T1.. = TRAFFIC INDEX 13.5'-41.5' C15ES If = WATER EXISTING PAVEMENT PROPOSED IMPROVEMENTS `p^ 25.4' 21.1' 3.2'-10.7' 6' 0'-24.3' N 13.5'-41.5• A. N r , EXISTING PAVEMENT PROPOSED IMPROVEMENTS 1 HMA TYPE 0'-156' 25.4' 21.1' _ 3?'-)0.T 6' 0'-24.3' EX.EDP EX.AC VARIES 0.10'M ( ~EX EOP //SfD �7' (VARIESX) (1.6-1.9%) AC oVERUY 2.OX CASECASE c-2 N 8 IMP +• -• VARIES VAR, HM4 ME � � -' ---� .GROUND TYPE D AND E BACKFILL DETAILS I ' (0'-10.0) i EX GROUND 1 4 HMA TYPE (1'-�10.17;f,CIASS 2 / ---- ! CLASS 2 IX.EDP - WAY E: 0.10'MIN THICK VARIES$ VARIESX 0.10'MIN THICK... rIX.FOR 4 / ,I, 0 Ali AC OVERLAY AC RLAY \ L - / --'-- S ,» EX GROUND - ---- -- EX.GROUND ® \ 'LAKE STREET- S£G'IAON7 SAWCUT -DAYLIGHT W"'"M»11°»"�""•t°0�"'»•"•^"«•�•,- :. x rx.Aa".•«r.°»W.e+...,..r.,ea..r•^.aerm.m»r".•,^ n•Dxcn raxu o 1: S ------ EX AC T5f 27463.35 TO 32400.00 LIMITS OF GRADING T NOT MIX ASPHALT DIKES ` S4WCUT SAWCUT ---- No scALE 1 Nor TO SCALE a'°P':M'"LAKE STREET- SECT]•ON VI/,� Atftl w.REVILOp tTANDAR PLAN RLD AL126461.21 TO 27+63.35 32*00.00 TO 33454.07NOT TO SCALE UZ II,�p Ov Z/4/17 .4/ r7770UNS PERMIT NO.08-154-M"720 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SIX• QROFESS/O ffovArNORIETEM CITY OF LAKE ELSINORE SHEET 2 CONDITIONS OF DEVELOPMENT AND/OR CffY AND STATE LAWS AND A PERMR `� CoG/7/i8.w1 RewsE6RnvA�' so i IZ�3� MAY BE ISSUED. �4Q�y� qi4 F Q ROyA��A"1 14M SF.M SE eWAAA*°A•e 10 eY_ROPP CAAA/Wmro CIVIL ENGINEERS-PLANNERS SURVEYORS LAKE STREET AT /-15 24 fNFVAte C.N5^x*-a Awe CAAo° xftm -e+,•ArmpA,W w•eA wt s lEo-Is 40"N► 9 Z 1990 CgAPIGN AVENUE,SURE 100-COflOxA,CA 92881-JJ)(1•f151-TJI-21J8 _ „1A•/ (2-3-1 w ND.64263 rn mwewft-" am APjwfeUsmw s ow Avae~ww ,.,"I Zr1-) � EKP•6/30/17 a SCALE: BENCH MARK: OF SHEETS 2-r?-n N,_ * * SZEA80vE STREET IMPROVEMENTS sf n yAlof 1M4S _ BRAD FAGRELL, RCE 4N20 DATE MIK 33 C. TAING DATE 1V1` �Q C-95- CONSTRUCTION NOTES, FILE ND. o CITY ENGINEER R.C.E. No. 64263 gTFOFCAL\FO�� DATE: 02 � 6�M�G ,-0�5 ? - CITY OF LAKE ELSINORE /O1/>6 QL641VT/T/ES c�' DETAILS I