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Home My WebLink AboutBook 1 Pages 44-46 Parcel 29 Street Improvement .....re-_.... _+_........._,._... .__�....__..'a.._ .,... .�.. ..... .::ask • 1 1 , CITY OF TEMECULA DEPARTMENT" OF PUBLIC WORKS ENGINEERING DIVISION -PA 02=06-61 GENERAL NOTES 4[F - ��' 205 To 7 2 1. The contractor shall be responsible for the clearing of the proposed work area, and IS ■ R ■' relocation costs of all existing utilities. Permittee must inform the City of construction PJ schedule at least 48 hours prior to beginning of construction. i.' SAN- 0 BSE & MERIDIAN BERI, r -IN �.� �`:: ►�l�t . Phone. (951) 694 6411 RI:VERSIDE C-OUNTY, PARCEL 29, .# 4 2. The developer will Install street name signs conforming to the City of Temecula s y m&G 1 ji P BOOK ,ES 46 Standard Nos. 403405. RECORnj ,, OFR' IVERSIDE COUNTY 3. All work shall conform with the requirements of the City of Temecula Public Works Department Improvement Standards and Specifications, dated November 1991, and vy.AT'CINI T Y MA P r RIV-, R$,,'ID' E, CAL subsequent amendments. • N.T.S. 4. it shall be the responsibility of the contractor to notify the engineer, to install street centerline monuments as required by Riverside County Ordinance No. 461 (Tracts and Parcel maps only). CONTRA- 5. It shall be the responsibility of the developer or contractor to apply to the City of "S NO TT CE TO S. V A r.r.L.,, ENGINEER Temecula Department of Public Works for an Encroachment Permit for all work on •`' `�~- •``�~` �---.�., ~�" �' -., �` •,, �..... ,_ - existing City maintained roads, and for utility work within offers of dedication for THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES r� SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST _'�'.....,�, """'�� r"�� --�� ._....,. r _.._.� �-� �� ....,•... ,.._�..�'�d» ,�_,�,....,.,,,r,_,_,..•„ � � public use. OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE . CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES `�" °�-- '~ ��w_ �• --�- f :�``�-�-• M• 6. All underground facilities with laterals shall be in lace prior to paving the street Q --� r --- ``` -.. g p p p g e SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY `'` ~� '"' *I .. tx�K . 1,. --.. section including, but not limited to, the following: sewer, water, electric, as SHOWN NOTDRAWINGS, �� g, g g FOR THE UTILITY PIPES, CONDUITS ORSTRUCTURES DR O SHOWN ON THESE drainage. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE `�' � � • '_., � � � � � CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT INCLUDING SAFETY OF ALL 7. Curb depressions and driveway approaches will be installed and constructed PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTiNOUSLY AND NOT BE LIMITED a I � according to Standard No. 207 and/or No. 207A, as directed in the field. TO NORMAL WORKING OURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE WOW ROAD CITY THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED � .a I 8. It shall be the responsibility of the developer or contractor to apply to California IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. � _ ' Department of Transportation (CalTrans) for an Er achment Permit for all work f`°`�`°' performed within the State of Right-of-Way. DECLARATION OF RESPONWIBLE $HAI L I HEREBY DECLARE THAT 1 AM THE ENGINEER 0f WORK FOR THIS PROJECT, 9. All street sections are tentative. Additional soil tests A be taken after rough grading THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE LT to determine the exact street section requirements. Use Standard No. 401 if PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND expansive soils are encountered. PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. p:. 110. A halfic Emulsion Fo Sal shall be a lied not less t an fourteen 14 da s . . UAL (RAW) M. h P ( g ) pp C ) YTAN 7HAT THE CHECK OF PROJECT DRAWINGS AND � ;�••�•.,P • 1 UNDERS D .�� r y r r following placement of the asphalt surfacing and shall be applied at a rate of 0.05 ' SPECIFI CA TIONS BY THE CITY OF r&ITT L�LA 1J CONFINED TO A REViEW EXCA VA TION EMBANKMENT er s square yard. Asphaltic emulsion shall conform to Sections 37 39 and 94 NOT RELIEVE ME AS ENGINEER OF WORK OF M Y i gallon p q y d p ' ONLY AND DOE'S EL EVE � of the State Standard Specifications. 200ey, �� RESPONSIBiLITIES FOR PROJECT DESIGN. p GRAPHIC SCALE NOTE: 100 0 50 100 200' 300 - _. percent, cen ,Prime coat e p o.,• o _. e excess en T.C. TOP OF CURVE .e evens Group-PaulStevens, R.C.E.#�43008(expires 63�3� 06} N ti Firm. . . - Address: 397•45astile Ave. PRIOR TO CONSTRUCTION, THE CONTRACTOR, SOILS ENGINEER AND OWNER TO . F.L. FLOWLINE , .SEWER LINES W L .......: lurirleta,_CA 92562 _ VERIFY EARTHWORK QUANTITIES BASED ON ALLUVIUM, LOSSES, EARTH MATERIALS, _ C. CENTERLINE 12. Install street trees.in accordance with Riverside County Ordinance No. 460.53. � - Pfione: (95'IW74646 SHRINKAGE/BdLKAGE, TOPO AND OTHER EARTHWORK ADJUSTMENT FACTORS. ( N FEET ) WA TER LINES . 1 inch = 100 ft. - D.C. ON CURB ►� FIRE HYDRANT IY 13. Street lights shall be installed in accordance with the approved street lighting plan. Y I B.C. BEGiN CUR VE R RIf I f D .�_ .__.�.~ . .�.. E.C. END CURVE PROP. STORM DRAIN . 14. As determined by the City Engineer, the developer is responsible as a minimum for B.V.C. BEGIN VER Ti CA L CURVE' p y q g • •- •••••- - BF ---�• EXIST. STORM DRAIN road improvements to centerline and may be required to reconstruct existin • - :� , E.V.C. END VERTICAL CURVE EXIST. WATER LINES pavements, including base, •and matching overlay required to meet the structural soiLS ENGINEER.* r �I�� V.C. VERTICAL CURVE standards for the current assigned traffic Index. r ____.� EXIST. SEWER LINES 6 1 o f 2 f 4 7 � 14 /2 /� G 5 P.I. POINT T OF I N TERSE'CTION. S FLOW PATH 015 of landscaping consisting of grass and parkwaytrees may be installed with* in / f �LEGIN CURB RETURN f. ' r, �'1�" R.C.R.B. Y p g g g A C PA V M!- �C Pit W Al r FLOW PA TH { - parkways on local residential streets without separate landscape plans. All other CUR Cf7R E.C.R. END CURB RETURN es of landscaping in these areas and all landscaping on all other streets shall CD' �.B � l�'!z� � �. types p g � � p g Y 2% y 2% ,�f�•�;_; �_ G.B. GRADE BREAK require separate landscape plans. All landscaping encroachments shall conform to M.V.C. MIDDLE OF VER TI VAL CURVE Riverside County Standards relating to the Administration of Landscape p .8�1�S�':� COURSE' ,, .; ., �� M.D.C. MIDDLE' OF CURVE Encroachments" dated January 1989. DA�5•f.� COU'.1w 1. COAfTIACTED SU13GRADE COAf./-'ACTAD SUDCT?ADE 16. Pursuant to the City of Temecula Ordinance No. 90--12 the developer shall install all • • RAISED LANDSCAPE MEDIAN/CITY STANDARD 1 � � � � p 0 1?* • required cable TV facilities. TYPICAL M STREA"TSCTION17. Approval of these plans by the City or its agents does not relieve the applicant and CALVARY BAPTIST CHURCH his engineer from the responsibility for the correction of errors or' omissions NICOS R Ddiscovered during construction. Upon request, the appropriate plan revisions shall _ • 3�087 N1caLAs ROAD -A. TEMECULA CA 92591 ' i'M U,A CITY S TD. NO. 100 be promptly submitted to the City Engineer for review and approval. -NOTE** r r r PAVIA16 �0710S C r •� � PAVING NOTES 11. Asphalt concrete shall conform to all revisions of section 2 - f h current r_ _ p p o C33 6 o the cu ent standard QUANTITY ESTIMATES SHOWN ON THESE PLANS ARE FOR PLAN CHECK (951)676o8700 specifications of public works construction. Asphalt surface course shall be C2-AR-�4000. p p p PURPOSES ONLY.CONTRACTOR SHALL VERIFY THE EXACT QUANTITIES 1. Minimum Parking Lot grade shall be one 0.0) percent. Minimum thickness is 2,inches, maximum thickness is 3 inches. Asphalt concrete sections PRIOR TO CONSTRUCTION. ANY DESCREPANCiES FOUND MUST BE greater than 3 inches shall contain a base course of B-AR-4000, a minimum thickness of 2 DIRECTED TO THE ENGINEER IMMEDIATELY, SO ADJUSTMENT CAN BE 2. Minimum grade for ribbon drains shall be 0.50 percent. inches. ` STRIPING ,AND SIGNING MADE'. w.....�.._._-- __••�, STREET IMPROVEMENT CONSTRUCTION NOTES & QUANTITIESGENE NOTES3. An approved soil sterilizer shall be used on all subgrade surfaces prior to placement of 12• Two special inspections are required from Department of Building and Safety prior to any paving. paving in disabled parking areas or paths of travel and one inspection after all paving has 1. Striping s nir) or avement! ends shall not be instilled rior to l ITEMQTYS. UNIT been placed in disabled parking areas or paths of travel. , ig g p eg p fie d inspection and approval 4. Asphaltic emulsion (fog seal) shall be applied not less than fourteen (14) days fol owing .R.,;r.r.,, ,.,., pp oval by the inspector. r ., 2. All pavement c r CONSTRUCT 3"A.C. placement of the asphalt surfacing and shall be applied at a rate of 0.05 gallons per square p ement markings and sign location., must be inspected and approved before �'.� TONS ,,. Z CONSTRUCT " yard, asphalt emulsion shall conform to Sections 37, 39 and 94 of the State Standard striping begins. The inspector shall determine the'exaet limits of the match striping. 6 CRUSHED AGGREGATE BASE C.Y. . 3. All R1 signs and warnin signs shalt use hi-intens' grade reflective sheep and be a � !FEATHER OVER EXIST. PAVEMENT TO MATCH �vecifications. 9 9Y 9 09 �► TONS minimum of 39"K30". Other regulatory or guide signs may be engineering grade SAWCUT AND REMOVE EXISTING PAVEMENT •- . .95 LF -r subdivider contractor shall apply to the City of Temecula Department of Public Works reflective sheeting. 5. �he subdivider or cot pp y tY . for an encroachment permit for all work within City Right-of-Way.4. Unless otherwise stated, all striping shall Lagin and terminate at quarter delta of the M • curb return, or back of the crosswalk or stop bar. r CURB RAMP PER SECTION 1127 B.5.CBC " " -- �� 6. Three inspections are required by the Department of Public Works, one inspection at • � EACH of shaft. 5. All R1 signs will be located 2-feet behind curb at the B.C.R.or as specified on the plan. 12" WIDE GROOVED BORDER TOP OF CURB RA subgrade completion, at base grade completion and during placement asphalt. �' MP . 6. All Stop Bars will be looted at the prolongation of the center delta of the,curb return or PER SEC. 1127 B, 5.7 CBC 1101" - • ' behind the wheelchair 1 EACH chat access ramps otherwise specified an the tan. 7. The contractor shall be responsible for the clearing of the proposed work area, and p p p T CONSTRUCTS CONCRETE SIDEWALK PER hours prior to i 7. T relocation and cost of all existing utilities. The City shall be informed 48 hou p � he stop legend shall be 8 feet behind the stop bar. if required, directional arrows, CITY OF TEMECULA STD r - . NO. 3750 SCE. FT. -• shall also be 3 feet behind the stop bar or 8 feet behind the stop legends, .:., beginning of construction at (909) 694 6411. i H . . 0) CONSTRUCT' DRIVEWAY PER CITY OF 8. All pavement markers,striping,and pavement markings shall conform to the Manual on • shall certify 95 percent compaction of base rior to � • TEMECULA STD. 207 2 EACH 8. A compaction report by a Soils Engineer s a fy p p p Q Uniform Traffic Control Devices(MUTCD)241�3 California Supplement and CALTRANS � of asphalt paving. � REMOVE EXISTING CURB OUTLET DRAIN - 1 call for second inspection and a placement p p g EACH Standard Plans:A2Q-A,through A24-E. II � , CONSTRUCT CURB & GUTTER PER CITY OF �� 9. Street name signs shall be installed at all intersections and may be Installed above the 9. Compaction test observation of subgrade or base rock grade shall be coordinated by the TEMECULA STD. NO. 200 10 LF I grade ins ections will be in . . .. . ., :; R1 sign or as specified on�e plan. - ' uELECTROLIERcontractor with the Soils Engineer and the Project Inspector, a l g ad p1o.The post material shall be TELESPAR QWIK-PUNCH or a raved ual wr#•h � RED-OCAT� FISTING LIGHT 1 EACH • compaction UndergroundServIce Alert: •.. pp � conjunction with or preceded by ptesting. . REMOVE EXISTING CONCREreceptive 3o .rich or 3 inch anchor assembly. _ �T'E_.,DRIVEWAY 1 EACH • a 11.All pavement striping and legends shall be installed per Section 84.3 of the CALTRANS t Install "Stop" pavbment markings (Thermoplastic) 10. Final pavement structural section design shall be submitted to the Director of Public Works CaltStandard S ec'Mcations. Per Caltrans Standard Plan A24D.� p / ��• for approval a minimum of ten days prior to placement of base material. The design shall� � - 12.All painted pavement striping and legends shalt be double coated in not less than 7 • • adhere to the methodology set forth in Chapter 600 of the Caltrans Highway Design Manual . Install Limit Line (Thermoplastic) er Caltrans u u :�p d. The R value tests shall be conducted in accordance with _. days, but no more than 14 days from date of initial installation. and utilize the R value method. r . � 10800 � � �A i . Standard Plan A24E. C .• . `I3.AI! pavement markings and Imes 8 or wider shall be thermoplastic unless otherwise California Test no. 301 and shall be performed by a Registered Civil Engineer. The number approved b the Department of Public Works. Install R1 sign and post r C't /of Temecula and locations of these tests shall be subject to approval by the Director of Public Works. _ 4221w4133 pp Y p . 14.All pavement striping shall have raised pavement markings(RPM)per Section 85 of the Standard No.'s 403, 404,'and 405. eA ,CALTRANS Standard S :. irons. TWO WORKING DAYS BEFORE YOU Did 7 I C � .r r 1 ..•. :.. . ,. .. - • ..... A - • • .. ♦ •. r. Na f .1 • awln N �h r REVISIONS •: � l�• M •ti�� l�K i d B D B �? .. I n T' � e n w• RECORD �� Y CONSTRUCTIONRL �� 0 y y _ 6 Mao C• �C � WORKS ALA .�' � 9 P BLIP�. T T Ll U • RECpMMENnt7Y� �T / , DEPARTMENT I~ 1 i' t'- -�M [ r r } 'r 1 w " plop C4ntra r . . Cj � r� ail ► $I Plans P^e o^edN- )" 0. Urider �� emvl i n Of 1r i ei<a r ACCEPTED Y � EAIV t i3 � n Inspector P. 2 a6 rA(q.4- A 71.0 14% Da-te A ve), F' Ve `�Icat `" r' { / •. ConQhted � �� 7 S h e e t of r _ � Iris ,C.�. No, �xplr� sR91.0!x1 r F` r r F . 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