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HomeMy WebLinkAbout1742 IBENCHMARK: TYPICAL SECTIONS L N� GENERAL NOTES BENCHMARK NO. 10016 FD. 2" BRASS DISK STAMPED "SECS BM NO. 700-25 1968" IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT 'C�FH EXIST. FIRE HYDRANT _ _ OF A STEEL GIRDER BIDGE ACROSS THE ETIWANDA FLOOD EAST - - - - EXIST. CABLE TV CONDUIT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CONTROL CHANNEL 0.2 MILES EAST OF FREEWAY NO. 15, WEST CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8 FT. SOUTH OF SOUTH RAIL. R/W R/W CONSTRUCTION, CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR w EXIST. WATER METER \�- EXIST. EDGE OF A.C. PAVEMENT AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR LEVELED 1987 ELEVATION 1128.056 33' ��� 33' ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 22' 5' 17' 11' 0 EXIST. WATER VALVE _ = EXIST. CURB AND GUTTER 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, w 6' 5' WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS EXIST. EXIST. LEVEL UNE WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 1 Z VARIES T SIM GAS V. EXIST. GAS VALVE g" IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN STF� tM AIS 80MCIE (VOTES 1 IDEWALK A.C. o 1 g • S EXIST. SANITARY SEWER PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. PAVEMENT- -��� 1�-2�; � ? -- - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 50 INSTALL NO PARKING ANY TIME (R26) SIGN ON STREET LIGHT POLE. LEEXIST. GUY WIRE/DEADMAN 24" SD WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING VARIES 14 EXIST. __- --_ _: __-_ EXIST. STORM DRAIN FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR 51 INSTALL STOP SIGN (R1) AND SIGN POST PER CITY STD. PLM( 401-B. GROUND pP NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 52 PAINT 4' SKIP YELLOW CENTERLINE AND TYPE b" MARKERS PER CITY STD. PLAN 133. CURB do GUTTER 13 � EXIST. POWER POLE Q - - G 3 EXIST. GAS LINE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC TI=7 0 WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 53 PAINT 4' SKIP WHITE LANE LINE AND TYPE b' MARKERS PER CITY STD. PLM( 133. STA. 20+72.97 TO 23+30.00 EXIST. TRAFFIC SIGNAL WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. BOSTON PLACEXIST. TELEPHONE CONDUIT 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 54 PAINT 8' SOLID WHITE CHANNELIZING LINE PER CITY STD. PLAN 133. E -T N.T.S. STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.0 1 55 PAINT TWO-WAY LEFT TURN LINE PER CITY STD. PLAN 133. �---� EXIST. CROSSWALK SIGNAL FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. -- w1 EXIST. WATER LINE ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 56 SANDBLAST EXISTING STRIPING/ PAVEMENT MARKERS. WEST EASTsLB WARPED OR VERTICAL CURVE AREAS. R/W 50' � 50' RR/Wc STREET LIGHTING BOX 57 PAINT MEDIAN TAPER PER CITY STD PLAN N0. 108 (L=60') �-'aco-`�� EXIST. CONTOUR 6. ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES OR OTHER UTILITY LATERALS, 14' ,,_ 36' 36' MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 58 PAINT DOUBLE YELLOW MEDIAN PER CITY PLM( NO. 133. _ _ 14'_. EXIST. STREET LIGHT NEW PIPE LINE EXIST. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 59 PAINT 4' SOLID WHITE LANE UNE PER CITY STD. PLAN 133. 4' 9' A.C. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 60 3' HIGH 12" PAVEMENT EXIST. sDMH CITY OF RANCHO CUCARNONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS PAINT TYPE N ARROW PER CALTIZANS STI). N0. A24A O ( I` RIE0 EXIST. SEWER MANHOLE NEW FIRE HYDRANT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THEEXIST. STORMDRAIN MANHOLE - - -- PROPERTY LINE SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 61 BERM 13 SIDEWALK PAINT TYPE N (RIGHT) ARROW PER CALTRANS STD. NO. Al 1 15 21 VARIES 1 ' VARIES \LEVEL LINE I SMH 62 � '� EXISTING SIGN - -- 1.5%-2X _ _ _ _ _ _ _ = CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, 63 INSTALL 'NO STOPPING HERE TO COR (R26[BD SIGN ON STREET LIGHT POLE. vLT. NER'OIL CONTENT, AND GRADATION OF ASPHALT PAVING. INSTALL 'NO STOPPING" (R26[S]) SIGN AND POST. r- INSTALL EXIST. VAULT 0 NEW WATER METER 17 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 64 14 2 1 \ EXIST. TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 65 PAINT DOUBLE YELLOW CENTERLINE PER CITY PLAN NO. 133. EXIST. SIGN � NEW WATER VALVE R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. VARIES CURB do GUTTER T 66 PAINT 4' RIGHT EDGE LINE PER CITY PLAN N0. 133. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TI=9.0 TREE Q NEW THRUST BLOCK TAKEN TO DETERMINE STRUCTURAL SECTIONS. 67 PROTECT IN PLACE. STA. 17+47.59 TO STA. 20+06.07 0 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCHESTER AVENUE Tse 0 NEW SEWER MANHOLE ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS o EXIST. TRAFFIC SIGNAL BOX WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE N.T.S. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. COXTICION NOTES cm O NEW SEWER CLEAN OUT NT SHEET 2 do 4� SHEET 3 do 4 EI EXIST. GAS METER 12. IF THE ASPHALT CONCRETE I0 PLACED A IL ILA NEW SEWER MANHOLE REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY MBAPPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH o O SAWCUT EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE. EXIST. MAIL BOX ® NEW CATCH BASIN PRIOR TO PAVING. i JERSEY CT _-SHEET SHEET 4 O REMOVE EXISTING ASPHALT CONCRETE BERM. TMH NEW STORM DRAIN PIPE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE EXIST. TELEPHONE MANHOLE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 3 REMOVE EXISTING REDWOOD HEADER. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF CONSTRUCTION NOTES BUBBLE 4 SAWCUT AND REMOVE PORTION OF SIDEWALK AS WELL AS CURB X 1854.69 EXIST. GRADE ELEVATION 3 WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE AND GUTTER. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 p JOIN EXISTING ASPHALT CONCRETE PAVEMENT. A.C. OVERLAY PROPOSED CONTOUR 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NWNBER 401 SHALL BE 11 JOIN EXISTING CURB AND GUTTER � NEW ASPHALT CONCRETE do AGGREGATE BASE PROPOSED STREET LIGHT CONSTRUCTED AT EACH INTERSECTION. INDEX MAP 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY - 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE E. FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. ALS =au0 c UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE 13 CONSTRUCT CURB AND GUTTER PER CITY STD. 104 TYPE A2-B (W=2', CF=8') CONSTRUCTION NOTES TREES' CITY ENGINEER FOR APPROVAL. 14 CONSTRUCT SIDEWALK PER CITY STD. 101C. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ABBREVIATIONS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST FOOTH LL BLVD 15 CONSTRUCT 4" ASPHALT CONCRETE OVER 7" AGGREGATE BASE PAVEMENT. STANDARD PLAN5.I11ION* '+ OF THE INSPECTOR. (t- -PROPERTY LINE A 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ARROW ROUTE <' 16 CONSTRUCT 4" ASPHALT CONCRETE OVER 4" AGGREGATE BASE PAVEMENT. R/W -RIGHT OF WAY 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: -CENTERLINE CITY STANDARD PLANS."S'S 17 COLD PLANE (5' MIN.) ARCH. -ARCHITECTURAL - 18 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102. T.C. -TOP OF CURB A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 JERSEY BLVD. 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC MR. BOB STALLINGS ` F.L. -FLOW LINE FOR BASE LINE ROAD CONSTRUCTION SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B, W=2', CURB FACE F.S. -FINISH SURFACE i UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 8 TH ST TO INVERT=13', HINGE POINT TO INVERT=2', NO MANHOLE FRAME AND COVER. T.S. -TOP OF CONCRETE SLAB SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. B. GENERAL TELEPHONE 1-800-483-3000 20 CONSTRUCT DRIVE APPROACH AND SIDEWALK COMMERCIAL H.P. -HIGH POINT F.F. -FINISH FLOOR C. SOUTHEM CALIFOMIA GAS COMPANY 1-800-427-2200 RES 6 TH ST PER CITY STD. 101-C. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 216 N. EUCLID AVENUE 1-800-427-2000 COMM. Z Td Q R.D. -ROOF DRAIN THE ENGINEERING DIVISION. W = 3 421CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. R.C.P. -REINFORCED CONCRETE PIPE ONTARIO, CA 91762 t INV. -INVERT 5. STREET TREES SHALL BE PLANTED PER PUBLIC IMPROVEMENT PLANS 4 TH -21 ST S = -SLOPE ONLY. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 F.G. -FINISH GRADE 9641 SAN BEMARDINO ROAD ONTARIO MILLS PKWY S.D. -STORM DRAIN STREET TREE QUANTITIES RANCHO CUCAMONGA, CA 91730 23 CONSTRUCT 9500 LUMEN STREET LIGHT BY SCE AND BER RDINO FRWY T.R. -TOP OF RAIL �"�� E. METROPOLITAN WATER DISTRICT (909) 593-7474 10 COORDINATED BY DEVELOPER. SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE 6Row �OFES.S/�r ST.LT. -STREET LIGHT Ac 700 N. MORENO AVENUE \ '4 CONSTRUCT©4 CONSTRUCT 5800 LUMEN STREET LIGHT BY SCE AND G.B. -GRADE BREAK to VEME, CA 91750 '��' yc COORDINATED BY DEVELOPER. -��.-�-� H -HEIGHT OF RETAINING t RHUS LAN r_ +� -PW 5 GAL. S \O y9\y� NOTES f LEGENb BOSTON PLACE / IQ 25 PLANT TREE N ACCORDANCE WITH C.F. -CURB FACE AFF4CAN SOMAL- 12 20 F. COMCAST (909) 983-9895 ,= z ON SHEET 1. B.W. -BACK OF WALK 1205 DUPONT ST. (PORTION OF RED HILL) VICINITY MAP * R.C.E. NO. 43293 L.S. -LANDSCAPING ROCHESTER AVE. /REB lRON BA +4- � 5 ONTARIO, CA 91762 _ s Exp 3-31-04 CONSTRUCT 8A.C. BERM PER CITY STD. 104 TYPE D1-8. 26 " A.B. -AGGREGATE BASE N.T 5 l � RHUS (,e,NCFA�,dF�1tAN 8 2� 15Z. q ? P.V.C. -POLYVINYLCHLORIDE G. MARKS CABLEVISION (909) 987-6275 27 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114. C.I.P. -CAST IRON PIPE 10808 Foothill Blvd #120 (909) 880-0222 Of' C ALAE F.H. -FIRE HYDRANT RANCHO CUCAMONGA, CA 91730 ©28 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300',W-7' 14_rp P.P. -POWER POLE C.B. -CATCH BASIN �/ 29 �Ny.CONSTRUCT 30" R.C.P. p.NO IN�¢,LL Ct�NG. GDU,b{t NB.C.R. -BEGINOCURVEDRETURN � ^ 2, 30 EXISTING MANHOLE E.C.R. -END CURVE RETURN 1SHT. N0. DESCRIPTION �X15T 330 I�f PE9 �( em. 32°) L.P. -LOW POINT 2 S.W. -STEM WALL 1 TITLE SHEET HOLD HARMLESS INDEMNIFICATION CLAUSE: Last Update: 10/4/00 �+ ,w +u. z v 2 BOSTON PLACE - STREET IMPROVEMENT PLAN AND PROFILE GF5StZJ: B 0 P. -BOTTOM OF PIPE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE T.F. -TOP OF FOOTING 2014ST1 .dwg RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF T.W. -TOP OF WALL 3 ROCHESTER AVE - STREET IMPROVEMENT PLAN AND PROFILE IsN Ts1 , z 3 13v carr CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND C.M.B. -CRUSHED MISC. BASE DESCRIPTION OF REVISION DaTE CITY PROPERLY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE S.F. -SQUARE FEET 4 SIGNING AND STRIPING - JERSEY BLVD, ROCHESTER BLVD, LE AL DESCRIPTION: OWNER: APPROVED LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL (0.00) -EXISTING ELEVATION DEFEND, INDEMNIFY, AND HOLD THE CITY OF RANCHO CUCAMONGA, THE OWNER, NDB.O.W. -BOTTOM OF WALL AND BOSTON PLACE CITY OF RANCHO CUCAMONGA i THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, T.G. -TOP OF GRATE 5 CROSS SECTION -BOSTON PL. AND ROCHESTER BLVD. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING N.G. -NATURAL GRADE ERIN MADISON , INC . FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ORSTREET IMPR0VEMENT PLANS FOR TOP -TOP OF SLOPE ENGINEER. LOT 28, ACCORDING TO MAP OF ROCHESTER, IN THE CITY OF RANCHO 2240 UNIVERSITY DRIVE, SUITE 100 TOE -TOE OF SLOPE CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS NEWPORT BEACH, CA. 92660 EXISTING UNDERGROUND STRUCTURES: A.C. -EDGE OF PAVEMENT A.C. -ASPHALT CONCRETE TEL: (949) 722-7058 DI-7r',w-75PER PLAT RECORDED IN BOOK 9 OF MAPS, PAGE 20, RECORDS OF ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC C.L.F. -CHAIN LINK FENCE SAID COUNTY. FAX: 949 722-8565 RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. CONC. -CONCRETE ( ) IMPRVEMEENTS HEREON, AGREESS TO ASSUME LIABILITYDAND WO HOLDTHE R, BY ACCEPTING EE PLANS OR ROCEEING ITH S THE PKWY DRAIN -PARKWAY DRAIN JEWEY&MD, fiXHESI R& MD, AND BOSTON f E ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF H.C. -HANDICAP UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON EXIST. -EXISTING PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE TRANS PAD -TRANSFORMER PAD BENCHMARK: SOILS ENGINEER: APPROVED BY: DATE /ab RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE BLDG -BUILDINGo un(&@rrgrr@und CITY ENGINEER,i R.C.E. NO. IMPORTANT NOTICE BENCHMARK NO. 10016 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN M.H. -MANHOLE sEcnoN a2ls/a2» of THE GOVERNMENT �orr�✓uc�o Ql�rr� DESIGN PLANS PREPARED BYE RECOMMEN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS T.B. -TOP OF BERM CODE REQUIRES A DIG ALERT IDENTIFICATION FD. 2" BRASS DISK STAMPED "SECS BM NO. 700-25 1968" N 0 R CA L E N G I N E E R I N G RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES Cail: TOLL FREE "' THIENES ENGINEERING, INC. R.D. -ROOF DRAIN NUMBER BE ISSUED BEFORE A IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT CR/RT CONCERNED BEFORE STARTING WORK. 'PERMIT To EXCAVATE" WILL BE VALID -800 10641 HUMBOLT STREET ' R/R.L. -RIDGE LINE OF A STEEL GIRDER RIDGE ACROSS THE ETIWANDA FLOOD DRAWN CIVIL ENGINEERING • LAND SURVi SHEET FOR YOUR DIG ALERT I.D. NUMBER CALL LOS ALAMITOS CA 90720 168M VALLEY VIEW AVENUE G.B. -GRADE BREAK UNDERGROUND SERVICE ALERT 227-2600 CONTROL CHANNEL 0.2 MILES EAST OF FREEWAY N0. 15, LA MIRADA, CALIFORNIA 906M NOTICE TO CONTRACTOR: T1>LL T-eoo-2r�_2eoo 8 FT. SOUTH OF SOUTH RAIL _ RT PH.(714)521-M FAX(714PI-4173 � OF__5 _ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL TEL: (562) 799-9469 REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF TWO WORKING DAYS BEFORE rou DIG TWO WORK OM►1'S BEFORE YOU plc YEAR LEVELED 1987 ELEVATION = 1128.056 FAX: (562) 799-9459 CHECKED C.E. No.¢,3293 DRAWING o. - - - - WORK. HIA DATE 10�4� FIE W � -� - - _�- _ �-__-4- BENCHMARK4, 4 _ BENCHMARK N0. 10016 - - - - - -- - FD. 2" BRASS DISK STAMPED "SBCS BM NO. 700-25 1968" IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT OF A STEEL GIRDER BIDGE ACROSS THE ETIWANDA FLOOD CONTROL CHANNEL 0.2 MILES EAST OF FREEWAY NO. 15, - - - - - - - - - - - -�- _ - it +"� _ _ -- -- _ - - - - — — -- - -- -- - - - -- - - 8 FT. SOUTH OF SOUTH RAIL. YEAR LEVELED 1987 ELEVATION 1128.056 3<5 i � r Q� P.L.pill t ; t f ] : r E ,----4_._ 1 -r t rZL i f , i . , • _.. &R,I wr7 EAST • o + ]M Ll CURB F ETUR4 71 N ' + ' .i 1 I I f- I 1 { t t. 1 f IW i i I f , I i R r , { c r -- teI rn °'V N T - - - - - {? r t . 1 i ; ' PROFILE_SCALE: — c EAST; CURB 1- = 410'i J HORIZ. - - 1 VERT. - la = 4' 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 CONSTRUCTION NOTES JERSEY w10 SAWCUT EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE. BLVD. JoO REMOVE EXISTING ASPHALT CONCRETE BERM. 1 U > PER CITY DFtAVIrING #1416 tz m 3 REMOVE EXISTING REDWOOD HEADER. 4 SAWCUT AND REMOVE PORTION OF SIDEWALK AS WELL AS CURB OfAND GUTTER. I $ 1 p JOIN EXISTING ASPHALT CONCRETE PAVEMENT. m �+� SEE STREET IMPROVEMENTS 11 JOIN EXISTING CURB AND GUTTER E� LL c> > �•+ PER CITY DRAWING #1339 _ o vi o 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE E. 1 I CA INT. ��, �'�► W a 13 CONSTRUCT CURB AND GUTTER PER CITY STD. 104 TYPE A2-9 (W=2', CF=8'� 20+_05.49 BOSTON PL= R/W C4 le' - •, 178+73.74 JERSEY BLVD. N m - i ` h 14 CONSTRUCT SIDEWALK PER CITY STD. 101C. - - - - - CONSTRUCT ASPHALT CONCRETE OVER AGGREGATE BASE PAVEMENT 8 15 4" A 7" c`°o CONSTRUCT 4" ASPHALT CONCRETE OVER 4" AGGREGATE BASE PAVEMENT. 20 'o'er � 4 _ COLD PLANE (5' M # �� 2t 22 - 23 _ - I 17 N.) N 5�4. 24.51 _ __ _ _-_,.-__._. ___ __ .- '� - ` 4 18 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102. v, D6 �-)144 13g• 5 � OCG + .- 1140.78 TC FESSEXIST• STORM137.68 FL 13$ 91 9'L�F\. -� 16 1140.11 FL 23 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B, W=2', CURB FACE DRAIN PIPE 18 _ 1 1�1 11�a5 S• L` C+ O INVERT=13', HINGE POINT TO INVERT=2' NO MANHOLE FRAME AND COVER. r- + t _ + + + + 11 11 FL O�6�\ M.O.C.OCCONSTRUCT DRI APPROACH AND SIDEWALK COMMERCIAL - O 6 20 VE PP y\�, o - - bj�x PER CITY STD. 101-C. 43293 i N �5'js . 21 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. �1 P \ J' \ Ex 3-31-04 Q —N co CR I 13 it .' r�� 3C'1V1\- F��� CTYP 5 00,la wi o,� INV GB LJ 14 1 _ OF A \ o ,�' �` 2 23 CONSTRUCT 9500 LUMEN STREET LIGHT BY SCE AND INV COORDINATED BY DEVELOPER. I I ,I m 4 CONSTRUCT 5800 LUMEN STREET LIGHT BY SCE AND I v>i E G �' COORDINATED BY DEVELOPE NOTES AND LF-&P-11`40 — �_ o nj 25 PLANT TREE IN ACCORDANCE WITH ON SHEET 1. ;I +, CONSTRUCT 8" A.C. BERM PER CITY STD. 104 TYPE D1-8. —` 19 v�SE T EET T ImFo o►J 8 CI 27 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114. 1 I;ZE •O/ P/L �._ 28 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 DESCRIPTION OF REVISION DATE APPROVED CONSTRUCT 30" R.C.P. BoSTO PLACE 30 CONNECT TO EXISTING MANHOLE PER DETAIL ON SHEET 3. CITY OF RANCHO CUCAMONGA 0 31 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE. ts I r1�� ��� FOR CURVE TABLE DR 99-75 DELTA RADIUS LENGTH TANGENT BOSTON PLACE LEGEND 1 85'35'43" 61.00' 91.13' 56.48' 2 19'24'14" 61.00' 20.66' 10.43' STA. 20+72.97 TO STA. 23+30.00 0 20 40 80 120 A.C. OVERLAY 3 14'59'57" 96.00' 25.13' 12.64' 1 - 4 14'59'57" 107.00' 28.01' 14.09' APPROVED BY: DATE ! NEW ASPHALT CONCRETE AND AGGREGATE BASE 5 4732'45" 20.00' 16.60' 8.81' CITY ENGINEER R.C.E. N0. 6 41'10'09" 20.00' 14.37' 7.51' SCALE:1 "=40' 7 85'35'43" 50.00' 74.70' 46.30' DESIGN PLANS PREPARED BY: RECOMMEN 8 6'44'44" 50.00' 5.89' 2.95' CR/RT THIENES ENGINEERING INC DRAWN � CML ENGINEERING • LAND SURVEYING SHEET RT 16800 VALLEY VIEW AVENUE LA MIRADA, CAUFORNIA 90638 M4710521-4611 F (714)521-4173 — OF iLast Updatr.10/4/00 CHECKED _ _- C.E. 140.4?Z93 DRAWING NO. 2014sr2.d.y HIADATE 1Q� P_- FILE mo. I �_ i a tj t_ __ _ . _ _ _r � t I t _ _. _ __ _ _ _ + _ _ .t _ A _ - BENCHMARK: - - - - __ - - - - -- BENCHMARK NO. 10016 FD. 2" BRASS DISK STAMPED "SBCS BM NO. 700-25 1968" - - - - IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT P- OF A STEEL GIRDER BIDGE ACROSS THE ETIWANDA FLOOD 8" _- CONTROL CHANNEL 0.2 MILES EAST OF FREEWAY NO. 15, ado• o� � ` • C. BER _ _-.+ , - 8 FT. SOUTH OF SOUTH RAIL. t _ _i_ YEAR LEVELED 1987 ELEVATION 1128.056 +n f , _ It IL i r. C..C. - n AT ;WES4 J _ C B i i - 40 - - >' LL r - - r - -- - n mmil .rte, r + Lif , to { - C NTE UAIf a' - j f - i o iNV. I i F. -IAM + t ' c��t ON 1 .50� F.'• It i CONTRAICTO r r i I AND N fLE1JAT14NDIS +i TO ANS r i ca r PROFILE SCALE: PROFILE SCALE: HORIZ. — I" - 40' E10MZ. — I' 80' VERT. — I" = 4' 1 J-] VSRT. — I" 4' 4 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+0 1 4 iERSEY BLVD.- CONMUC11ON NOTES r. - 10 SAWCUT EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE. SER c AWING #1416 - - r O REMOVE EXISTING ASPHALT CONCRETE BERM. REMOVE EXISTING REDWOOD HEADER. `fJ I II - :; � � _ �, �, _ 4 SAWCUT AND REMOVE PORTION OF SIDEWALK AS WELL AS CURB 444 AND GUTTER. 88' ; W , SF 1 p JOIN EXISTING ASPHALT CONCRETE PAVEMENT. i `� 12i ix a JOIN EXISTING CURB AND GUTTER r ¢ zI 4 cn 20 1 4, r :. +z �! I �, + M 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE E. _ IIsp, _ f Q n'� mli U 27 l o{ OIi t NI� �� Li0 �WI g;� r m �, + * ,. �Q' o cj J + >� 13 CONSTRUCT CURB AND GUTTER PER CITY STD. 104 TYPE A2-8 (W=2', CF=B') V1 �/N < r It U- N U `/" Q5 x a < _ I < z c " 14 CONSTRUCT SIDEWALK PER CITY STD. 101C. ffA CONSTRUCT 4" ASPHALT CONCRETE OVER 7" AGGREGATE BASE PAVEMENT. } t + 4- _� + - ' - CONSTRUCT 4 ASPHALT CONCRETE OVER 4 AGGREGATE BASE PAVEMENT. 1gQ"CF Y 29 ��' 13 95 E 1141.08 FS 1142.48 _ _ _ �s Q PROT IN PLACE a -I` - ` 10.5 _ ^� ,�k0 `L� 26 L - ' :_ h - 17 COLD PLANE (5' MIN.) OFESSI EXIST. STREET 312 �� - o — ��� Qti'q LIGHT CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102. 17 © 1 18 15 19 1 0 2 /\Op0 qc ti� 1 i� ti - - - 7_ - CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B, W=2', CURB FACE y r" a y: 0 - - - - FRAME AND COVER � EXIS1TRiG 5: �. s _ 20 CONSTRUCT 1DRIVE I APPROACH AND SIDEWALK COMMERCIAL • _ ; , _ _ ,n ao 0 EXp. 3-31-44 Q », PER CITY T 1 1- 36 RCP SD - �.. ,:. .„.. �:. <5 ;:: _.. _v: .. . .,.,. . d�cw E C STD. 0 C. 21 R NO 43293 , 21 .� < y < +t RETE OVERLAY. - °o o N N r °'� i 5 � � 21 CONSTRUCT VARIABLE ASPHAjT rn�'� 9�F Cl V 1�- Cpl r SIA_16 80.88 ROCHESTER AVE. - ��-SEE STREET IMPROVEMENTS- � STA 0+00.00 JERS—��-- CONTRACTOR SHALL VERIFY LOCATION PER CITY DRAWING 1 1234 0 23 CONSTRUCT 9500 LUMEN STREET LIGHT BY SCE AND EXISTING AND INVERT ELEVATION OF EXISTING 30” + O 30m RCP SD R.C.P. PRIOR TO ANY CONSRUCTION �, COORDINATED BY DEVELOPER. R=1.83X 24 CONSTRUCT 5800 LUMEN STREET LIGHT BY SCE AND f- - COORDINATED BY DEVELOPER. NorEs aNvErue ROCHESTER AVENUE A 25 PLANT TREE AX I►�rrove6 IN ACCORDANCE WITH Ih(.SDM � IN9tp,I�, GCO rPaD 512 N SHEET 1. 2 ING• REvLSE 5 EE 1NFoR i Y A 2Q 26 CONSTRUCT 8" A.C. BERM PER CITY STD. 104 TYPE D1-8. I 7. 'D/ DRILL HOLE INTO IX. E, INSTALL 14 BARS 0 O.C. do HOLE 27 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114. DESCRIPTION OF REVISION DATE APPROVED EPDXY (TYP.) 9" TYP. NRSTALL #4 BARS 0 10ILL HOLE INTO EX. 0'' D.C. & EPDXY (TYP) O 28 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300�W=3',V=�oI CITY OF RANCHO CUCAMONGA J4 0 12" O.C. (TYP) DRILL HOLE INTO EX. MANHOLE _ INSTALL #5 BAR do EPDXY (TYP) 29 CONSTRUCT 30" R.C.P. r- u "_mov✓ p+N� 1N'T GONG K u J 3- 5 BARS (TYP) 30 EXISTING MANHOLE F 0 20 40 80 120 EXIST. I I OF EXIST. 9 "' EX I S T " � P612 GtT`)' 3211. FOR r I 3 cLR DR 99-75 30 RCP I I S. . .H. SCALE:1 "=40' ROUNDED I I 30rpRC 6' sr EXISTING MANHOLE CURVE TABLE - - - I TYP TYP 0 DELTA RADIUS LENGTH TANGENT ROCHESTER A VENUE 1127 20 I I I I • 11 72' 32' 33' 20. 00' 25. 32' 14, 67' STA. 17+50.00 TO STA. 22+19.93 r INV. I p� 30 RCP D APPROVED BY: /' DATECLR �4 C y CITY ENGINEER (, R.C.E. NO. ISTURBED EARTH DESIGN PLANS PREPARED BY: REC M \ DRILL HOLE INT MANHOLE CR/RT 18' A.C. OVERLAY j; '� THIENES ENGINEERING, INC,— BACK WITH 420-C-2000 INSTALL I�4 BARS 10 O.C. do EPDXY (TYP) L=3.0' CONCR DRAWN P'?I � G - SUNG SHEET i rr �� A—A �� NEW ASPHALT CONCRETE AND AGGREGATE BASE RT LTJ LA MIRADA, CALIFORNIA W062M PK(714)i21-4811 FAX(714)521-4173 3 -OF- 4 F_ J Lost Update:10/5/00 CHECKED R.C.E. No.�•3Z•93 DRAWING] NO. - I / ! NO SCALE 2014ST3.dwy HIA DATE FILE W. _ BOSTON PLACE BENCHMARK: BENCHMARK NO. 10016 FD. 2" BRASS DISK STAMPED "SBCS BM NO. 700-25 1968" 1 IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT 4 t 4 UH4 ksT EASt f - I I I f OF A STEEL GIRDER BIDGE ACROSS THE ETIWANDA FLOOD ST 9AS7r _ CONTROL CHANNEL 0.2 MILES EAST OF FREEWAY NO. 15, i t R/W 4 W�ST E�S R/W___4 V4 44� 4 ...I 8 FT. SOUTH OF SOUTH RAIL. R/W -I -1 44) I I1128.056 6 Is> YEAR LEVELED 1987 ELEVATION 66. t2-+ 4 --- ---- 40 J_ i 22' 1 2 11 Vi 2' 11 i'l; lis 2-3 11138.48 'T3 4-- - + ------ :BW's Erw Ic R=, t i i 4 4 4 R=41 4 4r. OrN t 4 - 4 + t JOTN EF 4_44 I 4- .4 --4 +.4 j- t- 4 12 i+60.1)0- 4$TA. I)+ ------4 ------- 7 J5 +i 4 ; I 4 s 2t+bo bo 4 4 1.f 4't II ­4 t t t I I I L 4 ROCHESTER BOULEVARD R W R/W t4 4' 4 4 j WE'ST 510' 5) ------4 -4-E�ST IR ,W I R T J14' 36 ; 14 wm f4l t ; R/W R/W 4- 14! --- ­j k- 4-+ ,36�4' i 6' 14' 0* + - - -4 IBW+ I '_ - 4 BW -7.; W I b- 7. �T_ F TC Tc JC , sw'TC -138 138, __F 4— 3 4 -j 4-7 4,I4 36 L 10 4-;sTk !I fl�6 7 4 4- -4 t ------ 4 I-4 4 41 69 117 4�. R I 1 1 I I 4 i I i T R,;V t A t E&T i L I ; 1 R/W I14� i-1 442 I4—'�L-4 -36 14'- : 1140.59 14' IBW 1 41 b t 1139.5 1 i I I�i39$8 - 4 .__i ; i 4 � -I . . I ­ � ......Jet t40.P1 y 4 4!3W (R I 44i 40:1 - -, - I i i s t3w 1440 T FS pw T+ bb FL - _t ; -4 4- - -------t -4,- . 4 4 +34 I 4,C4 bot oil I I I i 9 LII-otu 50.00 IST) 9 4- 4 j\�QFESS -A -4 4 A 4,t-41 I WCST 4 t R/V+ IR/W I_jj4j EAST WEST R/W c L R/W Rz*4' - -4 R t 5b' R.C.E. NO. 43293 4' I �6 -04 1 4 Exp 3 31 I -10/4/00 La'o Update 66' 36' 14� 4- -PROFILE SCALE: 2014M.dwg I4 - HORTZ. 1 20' it 146 I ' 4�1 4 2 VEW. I 2, 4 4�42.168) -4(R-- ;�13 - -__t 4 444 t44* I I 4 t44 t STA. 0 t i t ISTA. 24 ' O.1 Oi ISTA. 20+06.06 R/W APPROVED 50' T' R/W CITY t DESCRIPTION OF REVISION DATE 4-4 +1-EAST T --��148 41B R R/W/L 41 4 7 IEAST It WE�E 4 it SE TKM 4--' I 14! FA- 1 L 511 1 5 Y� I "14 8 E3W FOR 4-4 4 1146 146 f4p DR 99-75 TC i�R=2;20%� I 627. -------.— --- --- -4-- -4_L 445.30)� ...... 4 vv i-k 4--_(R=1 53%L 22+00-00 4 4 I STA. 9 .14. APPROVED BY: DATE 4 CITY ENG .22+1 ..... . 44-1 414, INEER .i f -4 DESIGN PLAM PREPARED 9Y� RECOMMENDED If CR/RT THIENES ENGINEERING, INC.DRAWN CIVIL ENGIN LAND SURVEYING SHEE I MW VKLEY VIE* AVENUE L LA MIRADA. CAUFORNIA 90638 5 -11 42 E��T­ ILI Bwl 11379 t 15 R IW 4� A RT PK(714)521-4811 FAX(7i4)521-4173 OF---4 CHECKED NG NO. 4 t I 4��, R.C.E. ft. I4 HIA ------ DATE 7 Z IIII