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Home My WebLink About0001 CONSTRUCTION NOTES 'OE to"" ILATO IN ITEMS J PROTECT AND ADJUST EXISTING VALVE TO GRADE, CONTRACTOR TO ENSURE INSPECTION IS I DESCRIPTION ESTIMATED UNIT PROVIDED BY VALVE OWNER. CITY OF I tt= M NO. QUANTITY CONSTRUCT 0.50' AC (0.15' ARHM, 0,35' AC) OVER 1.23' AB STORM 1 MOBILIZATION / DEMOBILIZATION 1 LS O—REMOVE EXIST PAVEMENT AND SUBBASE OLD TOWN FRONT STREET PAVEMENT AND 4� - SAWCUT AND JOIN EXISTING AC PAVEMENT PER DETAIL "A" ON SHEET ENGINEERING AND CONSTRUCTION SURVEYING 1 LS Q'�—CONSTRUCT TYPE III SLURRY PW12-14 AND i �i 3 TRAFFIC CONTROL 1 LS PROTECT AND ADJUST EXISTING MANHOLE TO GRADE, CONTRACTOR TO ENSURE INSPECTION ISPROJECT I 9 PROVIDED BY MANHOLE OWNER 4 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPIDES) COMPLIANCE 1 LS (�)_CONISTRUCT 0.50' AC (0.15' ARHM, 0.35' AC) OVER 0.50' AB � -NOT USED 5 ROADWAY EXCAVATION 2,040 CY (D—NOT USED 6 ASPHALT CONCRETE (AC) BASE COURSE (43.000 SF) 1,085 TON 10 NOT USED 11 PROTECT AND ADJUST EXISTING MANHOLE, BY OTHERS 7 ASPHALT RUBBER HOT MIX (ARHM) SURFACE COURSE (43.000 SF) 750 TON 12 REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY STD. NO. 200 o B CONSTRUCT TYPE III SLURRY 198y900 SF �- -- 9 ADJUST EXISTING WATER VALVE COVER TO CRAKE 5 EA 10 ADJUST EXISTING MANHOLE COVER TO GRADE. 2 EA 21 CONSTRUCT INCH HDPE STORM DRAIN Milt pli i WITH FUSION 11 SIGNING, STRIPING AND PAVEMENT MARKINGS 1 LS WELDED JOINTS � � ' - FIRST ST. 12 CLEARWATER SOLUTIONS,INC. CLEARWATER BMP CATCH BASIL FILTER INSERT 1 EA @—CONSTRUCT DUAL 24-INCH HDPE STORM DRAIN'_tftva_� TH HWY 7 FUSION MELDED JOINTS 13 CRUSHED AGGREGATE BASE 2,313 TONS @_PROVIDE AND INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP FILTRATION SYSTEM OLD TOWN FRONT STREET (MODEL PER PLAN) IN PROPOSED CATCH BASIN, PER MANUFACTURER RECOMMENDATIONS - � --14 NOT USED Gy—CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD NO. 311, CASE B, W e PER PLAN 25 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STANDARD NO. 300, W = PER PLAN 15 CRACK SEAL 1 LS 26 CONSTRUCT CURBSIDE GRATED INLET PER S.P.P.W.C. STANDARD PLAN 303, W = 9,84' 5HMTlJ_RQE,X16 REPLACE TRAFFIC SIGNAL LOOP DETECTORS 2 EA (3-GRATES) SCALE 1"=400® 27 CONSTRUCT JENSEN 1212 H2O TRAFFIC RATED FRAME AND GRATE (OR APPROVED EQUAL) 17 SAWCUT PAVEMENT 250 LF 213 INSTALL PACIFIC SOUTHWEST INDUSTRIES (PSI) DUPLEX PACKAGED LIFT STATION (OR APPROVED l EET INDEX 18 NOT USED -- �- EQUAL) PER MANUFACTURER SPECIFICATIONS AND PER DETAILS ON SHEETS LSD-1 AND LSD-2 29 CONSTRUCT MODIFIED CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA STD NO. 207 AND aKET119 CONCRETE LOCAL DEPRESSION 2 EA MODIFIED PER DETAIL B ON SHEET 5 1 TITLE SHEET 20 CURB OPENING INLET 1 EA GENERAL-NM 2 NOTES, DETAILS AND TYPICAL SECTIONS 21 GRATED INLET 1 EA 3 STREET PLAN STA 20+45.00 TO STA 212+50.00 22 CONCRETE DRIVEWAY 605 SF 1. STANDARDS. ALL. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S 1. STAND RDS, ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND CLEARING, 4 STREET PLAN STA 212+50.00 TO STA 223+53,00 IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), EROSION & SEDIMENT CONTROL, ETC.) SMALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE 5 STORM DRAIN DETAIL. SHEE'r 23 CONCRETE CURB AND GUTTER 380 LF THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS, CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE 6 STORM DRAIN PLAN AND PROFILE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, 24 DUPLEX PACKAGED LIFT STATION 1 EA 2. IS QEN5E&ERMIT REQUIREMENT. THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION, DISCHARGE ELIMINATION 7 SIGNING AND STRIPING PLAN STA 20+45.00 TO STA 212+50,00 25 JENSEN PRECAST FRAME AND GRATE 1 EA A. PRIOR TO START OF ANY FORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES, 6 SIGNING AND STRIPING PLAN & DOTES STA 212+50.00 TO STA 223+53.00 B. AN ENCROACHMENT PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK. THE PERMIT AND AN APPROVED 9 LIFT STATION DETAILS 26 3 -INCH HDPE (FUSION WELDED) 191 LF SET OF IMPROVEMENT PLANS DUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 2. PERMIT REQUIREMENTS. A GRADING PERMIT SMALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK 10 LIFT STATION DETAILS ON THE SITE. 27 DUAL 24-INCH HDPE (FUSION WELDED) 59 LF 3, ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND E-1 ELECTRICAL SITE PLAN ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 3. NNQ,TIFI,QATI�. PUBLIC WORKS SMALL BE NOTIFIED VIA THE PUBLIC WORDS INSPECTION LINE AT (951) 28 REMOVE AND REPLACE CONCRETE CROSS GUTTER 185 LF DISCOVERED DURING CONSTRUCTION. 3ON395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS, 4. WORKING HOURS, CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT 4, Mi f FI CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN A. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 AM AND 6:30 LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY B. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF AWLR T1-IUD RECOGNIZED HOLIDAYS. NIGHTWORK MAY BE ALLOWED WITH APPROVAL BY THE CITY ENGINEER, WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS <�A�' 5A AND IS GREATER THAN FIVE FEET THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK AB - AGGREGATE BASE 6, REQQLAjQRY 6GENCY CLEAR6NQEa, THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE OR NATIVE SOIL, AS DIRECTED BY THE GEOTCHNICAL ENGINEER, AC ASPHALT CONCRETE OVERLAND ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL C. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL ARHM -w ASPHALT RUBBER HOT MIX � DRIVES ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR AV -- AIR RELEASE / VACUUM VALVE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. AVE -- AVENUE D. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER SOILS BC - BEGIN CURVE ?D 7. QNSTRUCTION CHANGE, ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER BFP - BACKFLOW PREVENTER REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. -REFER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. C&G - CURB AND GUTTER ` TO THE CITYS ENGINEERING AND CONSTRUCTION MANUAL. CB •-- CATCH BASIN 5. A NAG C/L _ CENTERLINE � O CALU RNIA ROAD 8. P ;CONSTIRUCTIO MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED PRIOR TO THE START A. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100--YEAR STORM FLOWS OR PROVIDE CONC - CONCRETE �� 4! OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONS#VE CONTRACTOR'S GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT CID - CATHODIC PROTECTION y10 m � REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIMES, ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL QQC -- DOUBLE DETECTOR CHECK ll�� DRAINAGE DEVICES SMALL BE CONSTRUCTED PER THE APPROVER PLANS, DWY - DRIVEWAY 9, TI APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD E EAST �� `� ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ELEC - ELECTRIC � _ � UNDERGROUND I9llJTIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF C. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. EC - 'END CURVE TRUE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND (DOWNSTREAM PROPERTIES EMWD - EASTERN MUNICIPAL WATER DISTRICT CONTRACTOR, AT HIS EXPENSE. FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. EP - EDGE OF PAVEMENT D. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EX - EXISTING $ 10.SU 1(EY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL STREET CENTERLINE ADJOINING PROPERTIES DURING GRADING OF THE PROJECT, FH -� FIRE HYDRANT MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE E. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE FL --- FLOW LINE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS PLACED WITHIN THE LIMITS OF EASEMENTS. FS - FINISHED SURFACE GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE F. THE MINIMUM GRADE FOR CONCRETE SURFACE (DRAINAGE FACILITIES SHALL. BE A ONE-HALF PERCENT �WY - HiGS#i AY � REPLACED TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND (0.5 . I° , , WWAY CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUT SHEETS SHALL INT INTERSECTION BE PROVIDED TO THE CITY ENGINEER. 6. PR P RTY N R ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ERR - IRRIGATION COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY AS DIRECTED BY THE CITY ENGINEER. MB - MAILBOX 11, DUST. CONTROL,. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE MH - MANHOLE 4 �� CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) 7, P IN A POST GRADING ACTIVITIES SMALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING MAD -- METROPOLITAN WATER DISTRICT ° ' RULE 403. WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH FN'B - NOLRLB X THOMAS GUIDE it l�llT '' I P TIME TEMECULA MUNICIPAL CODE PRIOR TO FILIAL INSPECTION, SLOPES OVER FOUR FEET IN VERTICAL HEIGHT N.T.S. 12. TIQR& ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO SHALL HAVE PERMANENT IRRIGATION SYSTEMS NTH BACKFLOW PREVENTION DEVICES PER THE U.P.C. PED - PEDESTAL PG 97 REJECTION. PKWY - PARKWAY GRIDS J1 AND J2 PMB - PULVERIZED MISCELLANEOUS BASF: T PP - POWER POLE ELL IQI_ENT DOTE R/C - RED CURB F.NQIN L 1. CONTRACTOR SHALL INSTALL WELL MUMENTS AS OUTLINED IN THE RIVERSIDE COUNTY STANDARD RCW -- RECLAIMED WATER y SPECIFICATIONS SECTION 21; AND PER COUNTY OF RIVERSIDE STANDARD NO,S 900, 901, AND 903; AND RCVVQ -- RANCHO CALIFORNIA WATER DISTRICT 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE RD -- ROAD COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT PER CITY OF TEMECULA STANDARD NO.S 701 AND 702, R/W -- FIGHT OF WAY SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, S - SEWER OR SOUTH INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN MOM AND,_KQ IME.NT I SCE - SOUTHERN CALIFORNIA EDISON CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SEE SHEET 4 SD STORK DRAIN NEGLIGENCE OF THE OWNER OR ENGINEER, y. LS SFM SEWER FORCE MAIN SMH - SEWER MANHOLE 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY c 5j01_N.Q..,AN.pI III ST - STREET A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT STA - STATION THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE SEE SHEET 6 LEGEND SW - SIDEWALK PROTECTION OF, AND ANY DAMAGE TO THESE LIKES OR STRUCTURES. THE CONTRACTORSHALL CALL UNDERGROUND SERVICEUNDERGROUND SERVICE ALERT SWR - SEWER TELE -- TELEPHONE ALERT (USA) AT 1-800-227-2600 AT LEAST TWO WORDING DAYS PRIOR TO EXCAVATION IN ORDER TO DETERMINE ACTUAL CONSTRUCT 0.50' AC (0,15' ARHM, 0.35' AC) OVER 1.23' AB TS �- TRAFFIC SIGNAL FIELD LOCATIONS OF EXISTING UTILITIES, w CALL: TOIL FREE BASIS OF BEARINGS VZ VERIZON � . THE BASIS OF BEARINGS FOR THIS SURVEY IS THE - CONSTRUCT TYPE III SLURRY W - WATER OR WEST OR WIDTH 3. THE PRIVATE ENGINEER SIGNING THESE. PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE 1 800--422-4133 WM - WATER METER DESIGN HEREON. IN THE EVENT OF [DISCREPANCIES ARISING AFTER CITY OF TEMECULA APPROVAL OR DURING, CONSTRUCTION, CALIFORNIA STATE PLANE COORDINATE SYSTEM (NA[D 63), WTR - WATER THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR (DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR ZONE 6, 20M00 EPOCH AS DETERMINED LOCALLY BETWEEN - CONSTRUCT 0.50' AC (0.15' ARHM, 0.35' AC) OVER 0.50' AB WV WATER VALVE APPROVAL BY THE CITY OF TEMECULA. CONTINUOUSLY OPERATING REFERENCE STATIONS (COBS) 1) TWO WORKING DAYS BEFORE YOU DIG "P477" AND "BILL", SAID BEARING BEING N2853'24"E. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK Drawing N£?. SCALE �� ssrc RECOMMENDED BY: IOATE �"° J--63 �-- AT TEMECULA, MAIN STREET, 100 FEET SOUTH AND ACROSS 1c2 Ir A � � �� ERAR I T F T M E C U L DEPARTMENT OF F�tl13I_ICo 1�4lOFR$�5 �z� �2 Cr) CONTRACTOR THE STREET FROM THE POST OFFICE AT THE FORMER FIRST NATIONAL HORIZONTAL ,t�� A Division Of David Evans and Associates, Inc, PRINCIPAL ENGINEER - BANK BUILDING, SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1,5 ; - - f=- �. � 8 ,, � ; OLD TOWN FRONT STREET PAVEMENT & - -- --- FEET NORTHWEST OF THE EAST CORNER OF A MOOR COLUMN AT THE AS SHOWN w EXP. 09-30-1 s � � <z r PREPARES BY: ACCEPTED BY: '�`' DATE: �T�I� ��N REHABILITATION TAT1�N ��E�T INSPECTOR _ _- __ EAST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE FIRST CONCRETE , ENTRANCE STEP, AND ABOUT 2,5 FEET HIGHER THAN THE STREET, A e THOMAS W. GARCIA PW �" VERTICAL �� '�' <:- t ..�,,�C��g t d ��--(� ----- ,� � T� slit� �""'" C31.. (` � �_'"� � STANDARD BRASS DISK STAMPED "J 63 1927", �� IVt� �� GAVIN lD. P WELL DATE: DIRECTOR OF PUBLIC WORKS f CITY ENGINEERrr DATE COMPLETED � ELEV. 1005.651 FEET 1970 NGVD 9 AS SHOWN �� 0A�-° R.E.E.No. 6718e' EXP. DATE 9�-30---16 R.C.E. No. �48279 ` 3" ��3�ri: TITLE SHEET SKIT. � 0! 11 � R