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HomeMy WebLinkAboutBook 15 Page 726 Lot 15-16 Precise Grading EROSION AND SEDIMENT CONTROL NOTES CITY CIF TEMECULA rpm TA TP PUBLIC WORKS DEPARTMENT IN THE CIT Y OF IBYE' CULA, SA A A ID OF CALIFORNIA 1. Information on this plan is for erosion and sediment controls only. See the Grading Plan for additional requirements. A combination of erosion and sediment controls must be In place for all GRADING NOTES soil-disturbing activities by October 1 of each year and, at a minimum, maintained throughout the rainy season (October 1 -April 30}. i For Mass, Rough, and Precise Grading Plans PRECISE GRA DING PLAN 2. Discharger Contact Information: PREPA RED FOR: of 1. All grading and related activities shall conform to the 1998 California Building Code, V1 1, _., ): ..w�� .,p.x .• �, .-..�";��-� �- if applicable, to the State � amended b Ordinance 99 23 and , LOT1516OF6LK22MB01726 TO WN OF TEMEC (Responsible Person) (Firm) Appendix Chapter 33, as ame d y pp SD MtY n.wt.Vr.11Nr...+tv+vM..Nw.4+'M,►lF...N.TM"r'.w. M..'k.w M.y..•- •' � . .... �; -� .... , Water Resources Control Board NPDES General Permit for Construction Activities. A P• 922-024-014• • (24-Hour Phone Number) ._. 2. Building ad and drainage swale slopes shall be a minimum of 1%. Drainage swales i �w shall be a minimum of 0.2' deep and be constructed a minimum of 2 away from the top 3. The Discharger is res onsible for the im lementation and maintenance of all erosion and of graded slopes. Finish grade shall slope away from all exterior walls at not less than sediment control work, and shall insure that work is in accordance with this approved plan. If soil � disturbance meets • �4 per foot for a minimum of 3 feet. CITY OF TEMECULA e s or exceeds one acre, a Waste Discharge Identification Number(WDID)issued , .. .. . ,� •n. ,,.. ...:F. R ....0 k,.*,.•......., DEPARTMENT OF PUBLIC WORKS by the State Water Resources Control Board (SWRCB) shall be provided to the City. In addition, / 3. Maximum cut and fill slopes shall be 2:1. ENGINEERING DIVISION all erosion and sediment controls outlined in the site's Stormwater Pollution Prevention Plan (SWPPP)shall also be implemented, or as directed by the city's NPDES inspector. �. 4. Provide, as applicable, concrete brow ditches designed to convey 100-year storm flows, GENERAL NOTES 4. The Discharger shall be available with equipment and workers for emergency work at all times or provide graded berms, along the top of all graded slopes over 3' in vertical height or (Title Sheet) during the rainy season. Necessary materials shall be stockpiled at convenient locations an site that are adjacent to graded areas to direct surface runoff away from the top of slopes. to facilitate rapid construction and maintenance of temporary erosion and sediment controls. 1. The contractor shall be responsible for the clearing of the proposed work area, and p p ry p g p p Temporary erosion and sediment controls shall consist of, but not be limited to, constructing 5. All grading shall be done under the supervision of a Registered Civil Engineer, Soil relocation costs of all existing utilities. Permittee must inform the City of construction facilities and taking measures necessary to prevent, reduce, control, and abate damage due to Engineer, or Engineering Geologist who shall certify that all fills have been properly schedule at least 48 hours prior to beginning of construction. water, mud, and debris resulting from erosion and sediment transport/deposition to public and VICINITY MAP over 1' deep. private property from construction activities this placed and who shall submit a final compaction report far all fills o e p p p p y c of is project. NO SCALE Phone: (909)694-6411 U 003--PAGE Registered Civil Engineer shall submit to the City of Temecula's Public Works 6. Clearing shall be limited to areas that will receive immediate grading. A combination of erosion TH�MAS GUIDE 2 6. A Regis ere g Y an Department a written certification of campietion of rough grading in accordance with the 2. The developer will install street name signs conforming to the City of Temecula's sediment controls shall be implemented in areas that have been cleared. These measures p may include, but shall not be limited to: seeding, mulching, blankets, mats, desilting basins, approved grading plan prior to issuance of the building permit. Certification shall be to Standard Nos. 403-405. graded berms, sand and/or gravel bags, fiber rolls,filter cloth, silt fences, check dams, chevrons, • line, grade, elevation and location of cut/fill slopes. drainage inlet protection, etc. Care shall be exercised to reserve vegetation beyond the grading 3. All work shall conform with the requirements of the City of Temecula Public Works g p � p g y g d ng q y limits. 7. Final compaction report will be required for all fills greater than one foot. Department Improvement Standards and Specifications, dated November 1991, and 04WERIAPPMCANsubsequent amendments. 6. All erosion and sediment controls shall be implemented and maintained (i.e. inspected, restored, 111111 8. All grading shall be done in conformance with recommen ti ns of the preliminary soils repaired, or modified) on a continual basis throughout the site during construction activities to W/LL1AM DALTCN investigation b LW56r% � ti '�� dated �j Two sets of the q.. It shall be the res onsibilit of the contractor to notif the en ineer, to install streetg ,yresponsibility y g protect downgrade perimeters, adjacent properties, environmentally sensitive areas, 41640 CORNING PLACE final compaction report shall be submitted to the Public Works Department which shall centerline monuments as required b Riverside County Ordinance No. 461 (Tracts watercourses, curbs, gutters, streets, drainage inlets, and other private and public stormwater MURR/ETA CA. 92562 p � p q y ' include foundation design recommendations and certification that grading has been •g _ g g and Parcel maps only). conveyance systems. TEL. (909)-JO4-06JJ done in conformance with the recommendations of the preliminary soils report. p 5. It shall be the responsibility of the developer or contractor to apply to the City of 7. All removable erosion controls, such as blankets and mats, shown on this plan, and outlined in �'ATI� .�NGIN.�iE p y p the SWPPP if applicable), shall be in lace at the end of each working day throughout the rain �r�.pr���r�•� t 48 hours in advance ( P g Y g Y 9. The contractor shall notify the Public Works Department at leas. Temecula Department of Public Works for an Encroachment Permit for all work on season. Similar control devices shall be implemented during the dry season, as applicable, to MR. ART BANANAL, R.C.E. requesting finish lot grade and drainage inspection. This inspection must be approved existing City maintained roads, and for utility work within offers of dedication for ' for each lot. mitigate dust from wind erasion. MEGALAND ENGINEERING & ASSOCIATES prior to building permit clearance public use. 28481 RANCHO CALIFORNIA RD. ,STE. 201 8. During the non-rainy season, sediment controls, such as curb and gutter chevrons, drainage inlet TEMECULA, CA 92590 Public Works Department Phone: (909) 694-6411 6. All underground facilities, with laterals, shall be in place prior to paving the street protection, sediment trackingcontrols, etc., shall be Implemented. In addition, an non- . tic as p Y TEL: (909) 695-�5694 • section including, but not limited to, the following. sewer, water, electric,, g stormwater discharges associated with construction-related activities must be prevented from FAX: (909) 694�-5084 10. Cut and fill slopes shall be protected with a combination of erosion and sediment drainage. reaching streets, curbs, gutters, and all other stormwater conveyance systems. Routine street controls to protect the slope from erosion and instability during the grading phase. cleaning shall be performed by dry methods only (i.e. street sweeping). If street washing is 7. Curb depressions and driveway approaches will be installed and constructed required, appropriate Best Management Practices (BMPs) shall be installed to dire ctly address EARTHWORK 11. Post-grading activities shall include, but not be limited to, installing, where applicable, accordingto Standard No. 207 and/or No. 207A, as directed in the field. the washwater,or as directed by the city's NPDES inspector. ' of in accordance with City codes • groundcover, trees, shrubs, or a combination there ty RAW CUT, 500 C.Y. vat of final inspection. Slopes over 4' in vertical height shall have 9. All construction entrances shall be stabilized (i.e. gravel, shaker plates, etc.) year-round to • 500 C,Y. prior to the, approval p p g 8. It shall be the responsibility of the developer or contractor to apply to California r RAW F/LL. permanent irrigation systems with backflow prevention devices per the U.P.C. prevent mud, sediment, and dust from being tracked out of the site by vehicular traffic. SITE BALANCE: 0 C.Y. p 9 y p Department of Transportation (CalTrans) for an Encroachment Permit for all work NOTE- CONTRACTOR OWNER TO VERIFY EARTHWORK 12. Fill material shall not be placed on existing ground until the ground has been cleared of performed within the State of Right--of-Way. 10. A!I silt and debris shall be removed from check dams, silt fences, desilting basins, curbs, gutters, � /NOT • ALL EARTHWORK 15 BASED ON OVER-EX AND FOOTINGS ONLY weeds, debris, topsoil, and other deleterious material. If steep sloping terrain occurs streets, brow ditches, terrace drains, and other private and public stormwater conveyance upon which fill is to be placed, the terrain must be cleared, keyed, and benched into firm 9. All street sections are tentative. Additional sail tests (*) be taken after rough grading systems prior to and after each rainstorm. Drainage inlets shall be protected to prevent sediment SOURCE OF TOPOGWff natural soil for full support. A Registered Civil Engineer, Soil Engineer, or Engineering to determine the exact street section requirements. Use Standard No. 401 if and debris from entering downstream stormwater conveyance systems. pp g g RANCHO CALIFORNIA WATER DISTRICT TOPO Geologist shall approve placement of fill. expansive soils are encountered. (* Insert "shall" for Tracts and Parcel Maps or �r &)r/ "may"for Permit Cases.) 11. The Discharger shall conduct operations in such a manner that stormwater runoff will be 13. Temporary drainage shall be provided until permanent drainage structures are installed. contained on site through desilting basins, earth berms, etc., or filtered through a series of BMPs, p rY g Protective measures shall be implemented to protect adjoining and downstream 10. Asphaltic Emulsion (Fag Seal) shall be applied not less than fourteen (14) days such as sand/gravel bags, silt fence,fiber rolls,filter cloth,etc.,to the stormdrain system. properties from silt deposition and ponding water during grading operations. following placement of the asphalt surfacing and shall be applied at a rate of 0.05 gallon per square Ord. Asphaltic emulsion shall conform to Sections 37, 39 and 94 12. The Discharger shall be responsible and shall take necessary precautions to prevent public • 9 p q Y �p trespass onto areas where Impounded water, due to erosion and sediment control devices, 14. Dust shall be controlled by methods approved by the City Engineer. of the State Standard Specifications. p creates a hazardous condition. Conformance with the requirements of this plan shall in no way 15. Stability calculations with a factor-of-safety of at least one and five tenths (1.5) shallbe 11. Prime coat required prior to paving all grade in excess of ten percent. relieve the Discharger from his responsibilities to this site and protecting adjacent properties. submitted to the Public Works Department by a Registered Civil Engineer, Soil • � " o. 460.53. 13. Temporary or permanent desilting basins are to be constructed, if applicable, prior to grading Engineer, or Engineering Geologist for cut and fill slopes over 30 in vertical height. 12. Install street trees in accordance with Riverside County Ordinance N operations and shall have a means for dewatering to prevent overfilling between storm events. 16. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification of 13r Street lights shall be installed in accordance with the approved street lighting plan. 14. Stormwater runoff from graded areas shall not be carried over graded slopes. Temporary erosion • specific d the elevation (with gbuilding pad elevations. Where specific elevations are require and sediment controls are required on all manufactured slopes until To% vegetative co���m has g respect to mean sea level) shall be given. If an elevation with respect to adjacent 14. As determined by the CityEngineer, the developer is responsible as a minimum for been established or as determined by the city's NPDES inspector. Slopes must have erosion and ground surface is required, the actual distance above the adjacent ground shall be road improvements to centerline and may be required to reconstruct existing sediment controls in place prior to October 1. Slopes constructed after October 1st shall have structural erosion and sediment centrals as the construction of slope progresses. All graded slopes 3' or , given. pavements, including base, and matching overlay required to meet the - p more in height shall include, but not be limited to, seeding, mulching, soil stabilizers, soil binders, 17. EROSION AND SEDIMENT CONTROL: The perme .ttee shall abide by all of the standards for the current assigned traffic index. vegetation, or have erosion control blankets such as straw, coconut, straw/coconut composite, Sediment Control standard tailed within polypropylene mats, or other acceptable materials installed. Jute netting shall not be used as a requirements outlined in the City of Temecula Erosion and 15. Onlylandscaping consisting of grass and parkway trees may be ins stand-alone erosion control. In addition, sediment controls shall be laced at the toe of the slope ' 'n adherence to the State NPDES p g All other t project, include a e plans. p • notes throughout the duration of he p � g parkways on local residential streets without separate landscape p and in increments of 1 o feet measured vertically on the face of slope for grades of 3.1 and Permit far Construction Activities if applicable. p on all other streets shall e � pp types of landscaping in these areas, and all landscaping • greater. . re wire separate landscape plans. All landscaping encroachments shall conform to II continue to function Burin the rain season. Na p • Administration of Landscape other Improvements- shall be maintained free of loose soil 18. Existing drainage courses shall g • Y Riverside County Standards relating to the Adm p 15. Paved streets, sidewalks, and of a , obstruction of flood plains or natural water courses shall be permitted. Encroachments" dated January 1989. - construction-related materials, debris, and waste at all times. Material storage and waste handling areas shall be established. Appropriate secondary containment shall be implemented 19. All property corners shall be clearly delineated in the field prior to commencement of Temecula Ordinance No. 90-12, the developer shall install all for materials having a potential for spills or leaks. Concrete wash-out pits shall be constructed, if any construction/grading. required cable TV facilities. pp 16. Pursuant to the City of applicable, and shall be located awe from streets and sidewalk right-of-ways. i obtain an encroachment permit prior to an work within a public • the applicant and 16. Emergency accesses shall be maintained at all times (including access to neighboring 20. The permittee must p p y 17. Approval of these plans by the City Or its agents does not relieve pp pp r properties). right-of-way. his engineer from the responsibility for the correction of errors or omissions • g appropriate Ian revisions shall . discovered during construction. Upon request, the p 17. No obstruction or disturbance, Other than filtering BMPs, shall occur to any existing public, or 21. Approval of these plans by the City or its agents does not relieve the applicant and his d to the City Engineer for review and approval. . . . be promptly submitted y g private, stormwater conveyance system during the rainy season, unless adequate . engineer from the responsibility for the correction of errors or omissions discovered tem ors / ermanent drainage facilities have been approved and installed to carry surface water • revisions hall be promptly during construction. Upon request, the appropriate plan revisions s p p y to the nearest practical stormdrain or natural water course. submitted to the City Engineer for review and approval. 18. Fill areas shall have erosion and sediment controls implemented while being brought up to grade 22. The issuance of this permit by the City of Temecula does not imply or provide any to eliminate, reduce, and control erosion and the siltation of downstream facilities and adjacent clearances from state or federal agencies regulating the provisions of state or federal areas during construction phases. These measures may include, but are not limited to, endangered species acts or water quality regulations. The Contractor/Owner/Developer temporary downdrains, either in the form of pipes or paved ditches with protected outfall areas; w g p is responsible for obtaining the appropriate clearances from these agencies prior to any earth berms at the top of slopes to address surface runoff; erosion control blankets; seeding or mulching; confined ponding areas to desilt runoff; temporary check dams and fiber rolls to filter site disturbances or grading. runoff; bag P sand! ravel ba protection around inlets; and appropriate.grading to direct drainage away g • n a from the edge of the top of slopes shall be constructed and maintained o those fill areas where earthwork operations are not in progress. 19. The Department of Public Works approval of this plan does not relieve the Discharger from his/her responsibilities for the correction of errors and omissions discovered during construction. Upon request,the required plan revisions shall be promptly submitted to the Department of Public Works for approval. 20. The Department of Public Works reserves the right to make changes or modifications to this plan as deemed necessary. EBEATE ENGINEERIS N QTICE, TQ TH CONTRACTOR: BUILDING AND SAFETY DEPARTMENT rY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF MEGA ND ENGINEERSA SSO r rA TES AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE w�; 1 -800-422-4133 v REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CIVIL`ENGINEERS*PLANNERS*ARCHITECTS*SUR VEYORs / ,� 00 CONTRACTOR IS EQ Accepted By. Date. COD AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES ' r BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 28481 Rancho California Rd., Ste 201 * Temecula * CA * 92590 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. TEL # (909) 695--5694 FAX # (909) 695---5084 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL: ss Checked e c k e d B PG.dwg CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BENCH MARK PRo �a� Designed By Drawn By yC° F Recommended B : Date: DEPARTMENT OF PUBLIC WORKS ___N W SCALE � � M. � JR JR � RIVERSIDE COUNY DATUM - Contractor _ - _ BENCH MARK IS TOP OF CURB AT C.X.R. Horizontal '`_JJ These Plans Were Prepared Under The Supervision Of: c PRECISE GRADING PLAN p �� r� ON FRONT STREET AT THE N.E. COR. Na. c 36117r I t� FRONT & RANCHO CALIF. RD. AS SHOWN Accepted By. Date. luspector Exp. 06/30/04 Date 104MR. RONALD J. PARKS, R.C.E. k-0 2 Vertical DIRECTOR OF PUBLIC WORKS ELEV. 1005r2 ARTURO M. B AL, R.C. . DEPUTY D RBUILDING M co*w sT-� G 1 V k\ . �P 440�' Sheet 1 of • • ' • .... r N 0 �rM �,..* N/A F o Foy R.C.E. No. 3611'7 Expires. OB--30-04 R.C.E. No. 19744 Expires. 0� 30 01 , . N�.� 92 02,� 014 C �. . . ........ . .►.:... 1 Y: • . .. 11000 CENERLINEIOF MERCEDES ST. • To CENTER INE OF OLDTOWN I • / I FRONT STR ET IS +400 FEET r / �r ` I PROPER rY LI 8" W G. CATCH BASIN � `♦ EXISTING OVERHEAD POWER FT . 889.00 / T.G. 891.50 � T.O.FTG. 888.50 I DECORATIVE �.. .� T 0• G RTG. MALL / i LINE r0136 U/'11,� aGt2OUN0 I.E. 890.90 �o o SPILL I �. � o T o.w 892 90 � po � • � 90.70 (2) T.O.FTG. 889.00 /12} 4 DRAIN 0 .5 a .O.FTG. 888.5 / T.O.F'TG• 888.50 bb9 PROPOSED F: IN / I (2) OUTLETS F.S. 893.80 CATCH BASIN I / � 18 DEEP GF�A / -�- ' . T.G. 891.50 �-; �.__. _.-�_ ,�e� �� 1; I 75 / / � �..�... .---�--------'�--- TO FTC C� 88 o p, i �� �. 8 ' I I•E• 890• / o �L 91�, CATCH BASIN (2) 4 DRAIN C� 0.5% SLOPE �, o �90• Q I „� I Ono .r arrq•M1.w.. •... 4100 I CIS 0=0".yew-MW-mm -8WW.•r .,..�..... ...,......wr..�.M. .� - I G H T am*saw now eaft mom a""M W"Mme agm g awn*ONO mom now ONO Owe Mow 4wo w�L / f . -_. . I . r _ I �' o �-�� ,,, ,. r I cI F.S. 890.20 �• „ rr�i.r... ..r....rwr..rr�..r.r �� rr '�• PAD 889.70 �40176 I -. �. -- DRAIN (DO NOT CONE _ � �, .� I I r I _ A.6r ._-�- I I THE OTHER R D 6x4 GALV. TS W/COPER END i f I� ----- --" -- ���wN� � t•el�wvaM fly Aa ����A•� ++.+...r.r .+r ..•,... w...►......:r _.ter....w + ._._....r ... _... a..r ..ry..-....... r.....r UNDER SIDEWALK '& THRU F F -- . ���� ROLLED CURB CAD 1% I ' �•- � I NEW CONIC. ROLL I . . . .. __ . .Y ._ . .. . . . _ ADA .. .._ . _ __. .. _. ._. .. .. . . ..... _ .r... . ._.. . ,. .�...�.,�.. .�.»....�...�.�..,.�...........1�.... .. I ram.. �...am..ar...M•�alw��.•r11i.yaw ar�r.l..rNrr+Mrr veer twr+wr .a.r ewer,.•Ir� +� .r.r r w,.....0 i rtw..r.wu.w........ .�r ww wow•...,rrr..�n..... +. .....r+.+.•+r+•.�1.leer�r�•+�.�� �*' .,....• •. CURB & SIDEWALK .�.� ��--� -- --�-�-.�-- --�--- �- � RS C� � � T.o. tom. dui. I T.V, GOO 8M. � PER CITY STANDARD 1 (2) RIS I � 90000r I 9CI.OD i I I i � I 2� » - 3I ! 1 . I - 11 I I T.0 GD• . 889.79 � - 11 I I i � I c• I I I s , F.S. VARIE N 890.20 1190 I I 4IIIIImg come Ono GOOD 1 C i .O.PIER 89 . I ' .w 8 3. 11 II oo I 10 1 I D o i � i { I � o "�,► fi .p �� F. . _r � x4 1, � 11 it ti - I If n 1� �l N. FLR 892.80 Ep 4 O ABS Drai Q i iI I I I �. '~•' I 4 1! --" I I LLB Y. - . �� PAo 892.3a If f ----POP _ I i s culls 1 UQUEFACTION ZONE c, i Ii i r FIN. FLR 892-0011. I 1 �• �• �• n_ � � 1 l �• `�, 1 �.�..� ..� -- r I PAD 891 .50 Y.o. GD. Bm I �-- -- 89*79 i I 3 � 5 i ` *Oo GD, BMo I wva.w.'1t•M.).+w.'P>NMIM•N.i+M[..i.JM.iYw...iwM.r MrKMwaiy✓.•.+F..v....Fv.Mw..w-W h ... .y.. ..... . . w . . _.__.w..._. _ � 11 i Q I I I 9Q.Oo I .. � 11 Ir I I I � � ,,, I I i I r 1, �.._._ ._.._.._. �---- LJQUEP 11 I t �� I� I SON Z 100 I I I � ' PROPOSED ELEVA rroN 2 7 r (b I I w I -. ti •3 892.7 � . C . x EXIST. ELEVATION (' SURVEY SHUTS )- �.. �, f -_--___ ------_-_. .�-w-_-- .� �' • ~V ADA .N. now r I vw cur RLL UNE II 11 . . �- -��-�--� -_ 1 � ...� i l it .� �� II O 0 - - EXISTING CONTOUR l . . �.. . .. . .• ..... .�.. . . .�. �.. .�...... .Aft" .MINOR. .� } LL. A ADA 1 1 l n A A Am I L. A D 1 l I MAX. r L �CRNTE � I R/W RIGHT OF WAY 1 I -- •..-. \ r F.S 892r8O . 1 I � a'•i 1� `\o AREA �° i ' L09 .wave ONI "WSW Sonia L.�ow"on"amm w�... w.r•.�....w�01 0=0 go"Goo ... mow 01 aI 0a dome 4&M 01...w..aaar+ter.�.�.OmA•.••taare... t P/rL PROPERTY L/NE 1 c� �� c�°' I • ` POT00 . . _ ..... CL CENTERLINE ilk00, � . .. _ N__PROPEJRR LINE �• �• POT ti ► �H.P, HIGH POINT 0 -- �.. _. RAMP D N • p � \ � ....-•/ 5� MAX 4 � � �.,.� L.�. .......... 4.11 0­01 OxIsr. LOW POINT �, ,r _ �. oNSTAN r � �oMONO • - y 8 '- 1 1 V514�► a V�� • 1 J [U / FL fLOWL/NE � - • � �,, r � �.., �. �f s -�PLAN TER AR � / . . 8410leAP RAMP Ew `�' . --_', . .. - NEW .,� / XISTING NEW PLANTER AR _ I f S FINISH SURFACE P6� (,O �'�,5-rl), r �`\ � / POWER POLE \ TREE 4' r E �C' TREE F•F FINISH FLOOR ~r+ ,. C7� ID BE �. ENGINEER'S ESTIMATE OF a ��' �._� _�• � �,• �• AN __ --I_ -_ �, • ` � R..J �� V � ~ ,. ..te r w-100 CONSTRUCTION NOTES: PROBABLEQUANTITIES: _� .�_. _ � r � _ _ .� � ..��. �.. _ �.�. . .�_ � �_~._�_._. w __.� �.�_w. BUD :\ `'��.� ��._r+�•r...w�..-w•r-.+...r•...-.r«r.ter.'"'"' W�lm AL Ile T P0 W L.F. `---�----.�.�.. �, �w -' � 8 9 �� P „ REMOVE EXISTING AC. DIKE & SAWCUT �.. ,0 2 .--�. , EXISTING CURB To 30 30 CAE REMOVEDT FLATWORK (4" THICK S•F• r . AGVAy CONSTRUCT CONCRETE PAVEMEN / ) ,t V [� Exler, Arc.0 3 CONSTRUCT TYPE C ROLLED CURB & GUTTER PER CITY OF TEMECULA L.F. 71 O STD. NO. 202 X T A.C. PAVEMENT 4 '• THICK) TONS 4 CONSTRUCT C ----11 AGGREGATE BASE 6 THICK) C.Y. 5 CONSTRUCT CLASS C r � 1 � APPLY ASPHALTIC EMULSION (FOG SEAL) TON r w.n.....-.-+...r+.r.rwr.+++r�.w + ._w.rw..r.•r r....rrr_._ .-+ r ..,....+.. CONCRETE SIDEWALK 4" THICK) PER CITY OF TEMECULA S•F• 7 CONSTRUCT C ( �~ MERCEDES STREET STD. No. 401 - 8 CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF TEMECULA STD. NO. 402 EA. 14X? If Cj lop /0 0 C.) 1/0. 40. yr• ! 'i.•' /a , •F 1.;jl < • ram r dk+..1!y.'' •. •'0• •_1'� + ,jjj. •7•� :.'t�•rl�l•'• ..r.. !,..,1.�•77 j.i�rV oe Ile } t , �. ' GRAPHIC SCALE • 01 .i 1• .' . CONTOUR INTERVAL -•- 1 �, - ,y. \ - 'r y M�i I ,•ic;r•�.f•a x� r .} Y' LRr y ,•. 1 ••••.f.••y.i•Y'1• J 1'r'�1~ •d',r• .1'r• 1J, r..r.,nr"•w.r.•.w... v .<, ....••..•1r &Z A-�,. .. y.I• � �� +N��' � a 1 1• .t f{ • 1 y'• . j tI11 .. / , .w ..a4.d1.«rww.. ►. �..ra+....►.• •ti{..• .antrll.'i•rr .•.. '•` .. r . 1 t IN 1r, OTME TO- THE QQN1RA9T!2Ht BUILDING AND SAFETY DEPARTMENT tx THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 'MEGAL4ND ENGINEERS & ASSorrAd TES DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF 'y AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE No � EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 1 -800-422-4133 14 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO, CIVIL ENGINEERS*PLANNER%5*ARCHITECT,5*SURVEYORS � AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR ST RUCTURES Accepted By: Date: to UEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 28481 Rancho California Rd., Ste 241 * Temecula * CA * 92590 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. TEL # (909) 695�-5694 FAX � (909) 695--5004 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . C7 REVISIONS ': E531 Designed By Drawn By Checked B P G.dwpC�7NSTRUC'rION RECORD DA'r� BY � aCC� �AT� BEN'C� MARS �� 8 �' ,�. SCALE • DEPARTMENT of PUBLIC WORKS M. B Recommended By. Date. JR JR AB z RIVERSIDE COUNTY DATUM ,` �¢ • Contrdetor � o TGRADINGO BENCH MARK lS TOP OF CURB AT C•X•R• Horizo�ntal ese Plans were Prepare. Under The Supervision Of• PRECISE PLANcE-_4 ON FRONT STREET A THE N.E. COR. Na. C : 50# FRONT RANCHO cALI�: Rn. AS SHOWN Accepted By: Date. Inspector -�/ Exp. 06/30/04 Date (o MR. RONALD J. PARKS, R.C.E. :, FoR: w er lca S:ti ELEV. 1005,22 "TORO M. BANANAL, R.0 DEPUTY DIRECTOR OF PUBI.JC WORKS � :-......... DALTON BUILDING N/A '�� ' 117 Ex ires: 06---30--04 R.C.E. No. 197" Expires: 09�-30- 01 j��►8 . 04� Sheet 2 of 2 � R C,E No• 36 p xP M�� CAI � 922-024-014 ^ rrwr• A.I.. .. ... .. It:.: Mr -, • I 11 1 , • z__ .. . r .. '- It• • ,." 1. 4,44i J&�rq•#,Y•-+r4'.rf.y..,.r..• y af`••. •,r- _ �'� A .it i - 11..1 • .. IY 1 f' yr .r _, i# f�!` r ,e- l a'�"..r. + a �, a,n�'.7 :p... ■Y c•r fr ,.Y• �,r,� ;. ;. ,r. :,r r y>M M V.•t:•.a ' .a r in. •.. . r.If ."`=� +e.�►,�Ns. - ♦i�'-Jy`rrM +� 1pswtir t�.,i.Wip ir1•.:v.� �+r•f-� 1;:.. '�R '' '�"t •'5:..'-'p"*ai. !".r �.•.� _.y w,r- - .. _ .. .v ..._.•,.,._ _ ■ - .C_.-i � - ��y ♦..4 l.Ar.M. H. - 0 1 1 .-•w.�Apft J r . ,�... „x...., .. � ...,r.:. i .:,�. ,y„ r^ ".i.arri .9''.:t.• '�:d•+'.�. r.-ni�Y.••y't ,,r.::< aFr��.. I .� . fr 41 yy , f , xl '12 AA��M r .+ ..;f ru xr! r,. 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NO. 0 _._-...... _-ft� __.._ .---- ... ___.___,____ - ­'..."­.­.­.­-­._­­_­­ __- ----­­­_'_____ . ... - ......-."..,.,-...,----,-.-I......-. CONSTRUCT HANDICAP ACCESS RAMP PER �� �- CE lt-MEGULA STD. NO. C EA. y . ( I, SET POSTS AND ' A 1Z s � � R 0' . �... • STAPLE WP FI�� 1� 4 BY 4 /N (10Y 10 r.I 11 771r. POSTS. . Soo 1. AZT} V E LINE 0 of r�. 11 - . A41p4 .• _. ......_._k . `t..,. • .. l ¢ 11 , /0 ') 0 0 �fJ. 0 A'_&"�v /C �y r � 1. .�Zw�:-`. � .0 �0 ,.* \� :, -_ s� , F � " r t �., e- $r �5 O , ..- >0010 _.--O� . � / . , , GRAPHIC SCALE �# v- >� • .� , CONTOUR INTERVAL - 1' �� ` ' . . 1i­___ -____ - FILTER FABRIC I 1.101,1101 ., A . woo :=- --.--------- __.. - r� �. T rr �I I. �I f1 TO 3'* COARSE -~ . . I'� . . .. CRT . PR $ '. J. ATrACH THE F7L IER F*,,BPIC To - r DACKFI � AND W r� '� � I , E WRE FENCE �D Exrwo I`T r TO THE TR SOIL �� PUBLIC PIS �' Of* - A� . D TAI N3 a 11 , . a ,,,.-� _80u� 1 L . ..,. . A;ii. ., .A I � r- - ( •f If9m I . . Im S 't. I f. 1 v� 4 D C"'I"IN -tit C I O-N � - r i : A - . I . . s 114 11 C , - r . ^110�*h T fl I I Q I . I . __� "_ ­111 ,. NO.SCALE Im A � Y ­ E 11_ =, v&_M__= A rim M, 1-1 , " 6 . . "I . I j ­-GONTRACTOR. . ______- I .�"TgCW%&Ls"vff,At*�",ft,v_=__- - .-_. I I -__ __ - - __ - ­­­- . _4% 1 FABRIC 9. •THE EXISTEPJCE AND LOCATIC3N 4F ANY UNDERGROUND UTILITIES OR ,�,.- !��?E BUILDING..1% DIAL TOLL FREE STRUCTURES SHO,WN ON THESE PLANS BIAS OBTAINED B`( A SEARCH OI� � � I I Pf�t���DE APPR I?IATE 7RANS171C�N AND SAFEIT DEPARTMENT .. N STABIUZED C0 S7RUC7r 11 AVAILABLE RECORDS, TO THE BES�r ol= 0uR KNO��iLEDGE, THERE ARE No -100 �� MEGALAND ENG, INEERS & ASSOCIATES . l -,-800-422-4133 ` EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ENTRANCE AND PUBLIC RIGHT-OF- 0 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES � - WAY w - -a TC) ,. I LI ' T 4 �A'Y PROTECT THE U TILITIES SHOWN, AND ANY OTHER LINES CAR STRUCTURES ���/�'�: �1 �'1� R �`�1� I� � � FORE YOU DIG NO�' SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION! IL"rIZE"'*� ,0�4A�3�ept�� ��'. D�►te: n&ffh-A%*.MM;vff.0i;0 co "MoA. OF AND ANY DAMAGE Yf0 THESE LINES OR STRUCTURES. 28481 Rancho California Rd., sty 201 0 Tam�ecutd * CA * 92590• OON� C� .�r� T C� ��TNE1�� CFORN�► ��1C77� TO SCALE I�l��' `T+D SCALE .. .__ --- �-�_.__.__----- ------.�.�.__ _-__ �_"_. ..-"___--.._ ___ _ ,___W_-____. __._.____._ TEL C ) a�� s FAx # ( ) 099 5t �.. _ _.___ .. CONMUCTIO . I 4929mlss"M --awsgraffam - - 1110M : AWD DATE 13ENCH iWx I I.. - - MA" ,------Ililllllilllllillillillillillio" - - essi Des.i ned B• Drawn By . I .Checked � r I . . . SCALE _� No __ cahuw • \ r PG.dwg �-txr.•rr. • GC�I� 041UM a P `�� 01M. Recommended B� � Date: _ �/' D��� � Off' P� .1 _ � '- BLIC ONKS �, , �� K lS �"UP Of CL � �r r• C �. H�ori � r� � o Plaura� Y�r� �__�_ _ .__. ,� Prepared Un der The p lon Of: � _.. .. -_ luwtor , ___ ...-il" " - ­ ON FWNr 5'r/ ET Ar THE N.E. COR. � o . �r � ��� ter: ��. � �� Date: ROSION C� I �r �•1 Date RO .� J• � �.�./• • fi ar t• L I a" j•:.; WINva -4 Mo . I Ioll . 41. 0 , "TORO Mo �� �•V • DEPUTY 1 DIRECTORING . VaC 1 V��C �o� •. :':' wD-A-LT-OPI BUH ; 1969*.-.* I ,- -0 ____ a- _____ ­ I. a __.. _.h� Mo� -1 I- .. I . . .. . III­_____-------- ____ c . I . � N/A ' ee of 2 1 , . ,�.tf R.C.E. No. 36117 Expires, O� �0 O� R•C•E• Nor 19"� I Expires: OID -30-01 -Mill '� • -_____ 1,11- . - . ___ - _____ I 1 . - . - I... w ..I., . . . .­ .---- ---------_____- �____ L - 922--iff,024-014 I -------- - ------- - - . I .- . . - 011111 - --- 101- __ - _01--_ __ ______-­__ - . I- 11 *07. _. _._.__ . IIIIIIIIIIIIIIIIIIIIIIII �� - - _. ..-=----.__. _______.-___- ______ - ­_____30=41101111111111101111111" __ _._ 1 -- .--,- ._____- -------- - . ­­ . _­.. �r1, - - I ____ - r r ` - .'