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HomeMy WebLinkAboutPGP_28290 Trellis_16-253-256 KEY MAP INDEX OF SHEETS CITY OF LAKE ELSINORE - - -- SHEET # SHEET TITLE GRADING NOTES 1 OF 4 TITLE SHEET 1. All work shall be done in accordance with the City of Lake Elsinore Municipal Code, Chapter 15.72 and applicable standards and 2 OF 4 EXISTING CONDITIONS / specifications and the latest edition of the Uniform Building Code (U.B.C.), Chapter 33. y` 3 OF 4 EROSION CONTROL PLAN, DETAILS & NOTES 2. A permit shall be obtained from the Engineering Department, City of Lake Elsinore, prior to any operations. 3. The developer and/or the contractor shall notify all utility companies and U.S.A. ALERT(1-800-422-4133) forty-eight(45) hours prior 4 OF 4 GRADING PLAN, DETAILS & NOTES to grading. In 4. The contractor shall notify the City Engineering Department at least twenty-four(24) hours in advance of beginning grading operations. THE PURPOSE OF THIS SET IS TO SHOW THE 5. Dust shall be controlled by watering or other methods approved by the City Engineer. w'_ NEIL RD NOf1T{I PROPOSED GRADING & DRAINAGE FORA ✓ 6. Cut slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, and shall be shown on the plan. Of ~ PROPOSED TELECOMMUNICATION FACILITY 7. Fill slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, shall be shown on plan, and shall not have less than 90%relative compaction out to the finished surface. & Fills shall be compacted throughout to 90%density as determined by the modified three(3) layer A.S.T.M. D-1557-70 test method. 9. Fill areas shall be cleaned of all vegetation and debris, scarified, and inspected by the grading inspector and approved soils testing agency prior to the placing of fill. 10. All fill material shall be clean earth. No fill shall be placed until preparation of ground Is approved by the soils engineer. SITEMAP 11. Finish grade shall be sloped away from all exterior walls at not lase than % per foot for a minimum of three(3) feet, then 1% (minimum) to flow line of earth swale. '! s' r�y, -"-` .�I _ �'° - �TM 12. Minimum building pad and drainage swele Mope shall be 1%if cut or fill slope is less than ten feet 10). and 2%if cut or fill is greater than ten feet (10'). Drainage swales shall be a minimum of 0.5 deep and constructed a minimum of two feet (2) from the top of cut or Ell slopes. 13. Provide 5 wide b 1 high berm or equivalent along the to of oil fill slopes over 5'high y 9 eq 9 P oP 9 SITE INFORMATION LEGAL NOTES 14. Provide a brow ditch, designed to handle one hundred (100) year storrn flows along the top of cut slopes. t1`• 15. No obstruction of flood plains or natural water courses shall be permitted. REFERENCED FROM SURVEY DATED AUGUST 13, 2014 BY TRENT J. KEENAN,PLS 16. A soils engineer shot[ be retained by the developer, to supervise grading and provide a final soils report which includes foundation x- PROPERTY OWNER: TITA & MOISES PABON requirements(subdivisions)and expansive characteristics of the soil. SITE NAME NUMBER: WT HAMMACK TOWER 28290 TRELLIS LANE / 17. Gradingcertification b the developers civil engineer and a final compaction report b a sots engineer shall be submitted to the building LAKE ELSINORE, CA 92532 y P 9 P P y g g ` W - (951) 245-5311 SITE ADDRESS: 28290 TRELLIS LANE and engineering departments prior to issuance of building permits. LAKE ELSINORE, CA. 92532 18. The soils engineering investigation and the engineering geologic Investigation both dated April 1, 2015 prepared by ASR Engineering, Inc. TOWER OWNER: VERIZON WIRELESS dated April 6, 2015, shall be considered a port of this grading plan and shall be in compliance. 15505 SAND CANYON AVE. OWNER'S NAME/ADDRESS: KIMMEL FAMILY FOUNDATION 19. A registered civil engineer or licensed land surveyor shall submit certification of building pad elevation. Where specific elevations are BLDG. 'D' let FL. required, the elevation (with respect to mean sea level) shal be given. If an elevation with respect to adjacent ground surface is _ CORONA, CA 92618 PRESENT USE: CMSC/RAWLAND required, the actual distance above the adjacent ground shall be given. ASSESSOR PARCEL N0.5: 347-110-076 20. All property comers shall be clearly delineated in the field prior to commencement of any construction/grading. SITE CONTACT: 15505 N WIRELESS ( ) 15505 SAND CANYON AVE. 21. Stability calculations with a safety factor of at least 1.5 shall be submitted by a soils engineer to the Building and Engineering BLDG. 'D' 1st FL. NET AREA OF PARCEL(S): 2.29 ACRES Departments for cut and fill slopes over thirty feet(30') in vertical height. CORONA, CA 92618 CONTACT: PROPERTY MANAGEMENT BASIS OF BEARINGS: 22. A final compaction report will be required for all fills greater than one(1)foot. CONTACT NUMBER: (949) 286-7000 23. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, keyed and benched into firm natural soil for full NORTH 00101'30" EAST, BEING THE CENTERLINE OF TRELLIS LANE, ALSO support. Preparation shall be approved by a registered soils engineer prior to placement of fill material Slopes greater than 5:1 are ° COUNTY: RIVERSIDE COUNTY BEING THE WEST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF THE required to be keyed and benched. NORTHEAST QUARTER (NE 1/4) OF SECTION 29, TOWNSHIP 5 SOUTH, 24. The soils engineer should Inspect the construction in the following stages: ZONING JURISDICTION: CITY OF LAKE ELSINORE RANGE 4 WEST, AS SHOWN ON PARCEL MAP 55/36-37 OF OFFICIAL a. Upon completion of clearing and during excavation and before backfill of alluvial, coliuvial and terraced areas and any substructures. RECORDS IN THE RECORDER'S OFFICE OF RIVERSIDE COUNTY, b. During all rough grading and operations including pre-compaction, benching and filling operations. ZONING DISTRICT: RESIDENTIAL(RI) CALIFORNIA. c. During installation of buttress and canyon sub-drains and filter material. BENCHMARK ,., PARCEL#: 347-110-076 BENCHMARK: d. When any unusual grading conditions are encountered during construction. 1754 RCS_T PIG-CX1548 25. Erosion Control: All graded slopes shall be planted with roses ice plant or another approved ground cover, at twelve Inches (12') on OCCUPANCY GROUP: U - UTILITY NATIONAL GEODETIC SURVEY E COUNTY, CONTROL DESIGNATION "1254 1758.0 =-�1 (NAVD 1988) center.Slopes over fifteen feet(15')in vertical height, in addition to ground cover, shall be planted with approved trees, shrubs or - CONSTRUCTION TYPE: 2-B RESET PID-DX7548" RIVERSIDE COUNTY, CALIFORNIA combination thereof. Shrubs shall be planted at ten feet (10') on center; trees at twenty feet(20)on center; combinations fifteen feet (15') on center. Slopes over three feet(3') in vertical height shall have permanent irrigation systems with bockflow prevention devices per POWER COMPANY: SOUTHERN CALIFORNIA EDISON A STANDARD DISK SET IN DRILL HOLE IN THE BASE OF THEW SCHOOL BELL TOWER, 6 INCHES WEST OF THE NORTHWEST CORNERRNER AR OF U.B.C. CONTACT NUMBER: (800) 655-4555 THE TOWER. 26. Approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the grading protect. FIBER COMPANY: T.B.D. 27. Approved erosion preventive devices shall be provided and maintained during the rainy season and shall be in piece at the end of each CONTACT NUMBER: T.B.D. ELEVATION: 1258.0 FEET(US SURVEY FEET- NAVD 1988) days work. 383.43 METERS (NAVD 1988) 28. All work shall conform to the City and State construction safety orders. BENCHMARK: ENGINEERING COMPANY: W-T COMMUNICATION DESIGN GROUP, LLD. NOTE: A FIELD SURVEY WAS PERFORMED ON AUGUST 13, 2014. 29. The location and protection of all utilities is the responsibility of the permittee. 8650 S. EASTERN AVE. Suite #220 30, An approved set of grading plans shall be on the job site at all time. 1254 k:_SLI P'.D-DX1518 LAS VEGAS, NV 89123 FLOOD NOTE: AS SCALED FROM FLOOD INSURANCE RATE MAP NO. E_: 31. Sanitary facilities shall be maintained on the site from beginning to completion of grading operation. OFFICE NUMBER: (702) 998-1000 AREA DETERMINED DATED AUGUST 28,HE 0 AND PER SAID MAP: ZONE X, 1258.E FLLI (NAVD 1988) AREA DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE 32. All slopes shall be planted and irrigation facilities shall be provided for all slopes in excess of three(3)feet vertical height within ninety SITE ACQUISITION MANAGER: CORE DEVELOPMENT SERVICES FLOODPLAIN. (90) days after completion of rough grading and shall be in accordance with City of Lake Elsinore Grading Ordinance No. 882 prior to 2749 SATURN STREET the approval of final inspection. LEGEND. BREA, CA 92821 LEGAL DESCRIPTION 33. Any contractor performing work on this project shall familiarize himself with the site and be solely responsible for any damage to CONTACT NAME: MIKE WATSON existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 34. The CONTACT NUMBER: (714) 323-2612 design engineer shall provide a minimum of one(1) blue top per finished pad, prior to rough grade approval. BASED UPON THE PRELIMINARY 77TLE REPORT FROM COMMONWEALTH LAND 35. A roximate date of: LOD LIMIT OF DISTURBANCE SF SILT FENCE SITE ACQUISITION CONTACT: CORE DEVELOPMENT SERVICES T77LE COMPANY,FILE NO. 06021894 NTH AN EFFEC77W DATE OF APRIL 8, PP 2749 SATURN STREET 2014 AT 71,30 A.M. Beginning operation: BREA, CA 92821 Com letion: _ " FLOW ARROW CONTACT NAME: ROXANA AMINI ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF P PROPOSED CONTOUR CONTACT NUMBER: (714) 392-8034 RIVERSIDE, STATE OF CALIFORNIA. DESCRIBED AS FOLLOWS: 36. No rock or other irreducible material with a maximum dimension greater than three inches (3') will be placed in fills within roadbed XXX UNDERGROUND areas or three feet(3) of finish grades, unless the location, materials, and disposal methods ore specifically approved by the soils U/T TELEPHONE SURVEYOR: DIAMONDBACK LAND SURVEYING PARCEL 1 OF PARCEL MAP 15184, IN THE CITY OF LAKE ELSINORE, engineer. CONTACT NUMBER: (702)823-3257 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED 37. The engineer must set grade stakes for all drainage devices and obtain inspection before approval. UNDERGROUND IN BOOK 88, PAGES 94AND 95 OF PARCEL MAPS, IN THE OFFICE OF 38. Gradingplans will not be approved until all retaining walls area roved b the BuildingDepartment. 1510,]j', PROPOSED GRADE U/E ELECTRICAL NOTE. THE COUNTY RECORDER OF SAID COUNTY P PF g approved y UNDERLAID SURVEY BY DIAMONDBACK LAND SURVEYING ON 39. Drainage easements will be kept clear of all obstructions. No buildings or walls shall be placed within easement limits. Temporary 3-11-15 FOR ALL PROPERTY LINES AND EXISTING EASEMENT EXCEPT THEREFROM THAT POR770N OF SAID LAND CONVEYED TO THE improvements are subject to removal at owner's expense. EXISTING CONTOUR -`-� EXISTING BLOCK INFORMATION.WALL RIVERSIDE COUNTY TRANSPORTATION COMMISSION, AS SET FORTH AND NEW CONTOUR DESCRIBED IN THAT CERTAIN DOCUMENT RECORDED SEPTEMBfR 26, >; NEW BLOCK WALL 2001 AS INSTRUMENT NO. 466840 OF OFFICIAL RECORDS. EXISTING EXCEPT THEREFROM ALL OIL AND MINERAL RIGHTS TOGETHER WITH THE ROLLING GATE EXISTING CURB & GUTTER RIGHT OF INGRESS AND EGRESS AS RESERVED BY W.J. PEARSON AND E.B. PEARSON, HIS WIFE, IN DEED RECORDED MARCH 11, 1920 IN BOOK 519, PAGE 257 OF DEEDS. EXISTING INLET ASS -- EXISTING EARTHEN SWALE ABBREVIATIONS. ASSESSORS PARCEL NUMBER: 347-110-076-3 or EDGE OF PAVEMENT EXISTING CONCRETE APN ASSESSOR'S PARCEL NUMBER LON LONGITUDE GEODE77C LOCA77ON WALKWAY C/L CENTERLINE P/L PROPERTY LINE LA77 TUDE= 33'42'32.61-N(NAD83) -PA - PROPERTY LINE LONGITUDE= 117'19'04.77"W NAD83 350 300 2`_10 200 150 50 0 1C0 20C 300 i EXISTING CMU CONCRETE MASONRY UNIT ROW, R/W RIGHT-OF-WAY ( ) -R/W--- RIGHT-OF-WAY PAVER BLOCKS EDP EDGE OF PAVEMENT SF SILT FENCE -- GROUND ELEVATION= 1508.0'NAVD88 _ EXISTING ELEV. ELEVATION SE STRUCTURAL ENGINEERING TOP/POLE ELEVATION= 1538.0'NAVD88 - - CENTERLINE %" UNPAVED AREA FT. FEET T/F TOP OF FOOTING THE ACCURACY STANDARDS FOR THIS CERTIFICATION ARE AS FOLLOWS: "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE JOB SITE EAT LATITUDE TYP. TYPICAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND UNPAVED AREA GEODETIC COORDINATES: +/- FIFTEEN(15)FEET(NAD-83) STATE LAWS, AND A PERMIT MAY BE ISSUED" EXISTING GATE LOD LIMIT OF DISTURBANCE U/E UNDERGROUND ELECTRICAL ELEVA77ONS: +/- THREE(3)FEET(NAVD-88) y yT .,� EXISTING TREES/ FS FINISHED SURFACE U/T UNDERGROUND TELEPHONE 'F2 FOLIAGE FL FLOW LINE HE HIGH POINT CITY ENGINEER RCE# EXPIRATION DATE MAR Ri` UIS CNC APPR. BA I_ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: V1f_T COMMUNICATION SLn` SHEET ) l� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND C O` I AKA:. I I S.NORC I- - -- - ---- - --- - -- - - - STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DESIGN GROUP LLC. �� o TITLE DATE WIRE ES asNFRASTRUe 2 ORE /' y Vegas.La ¢ S5749 SCAT: +MARK,1zs4 RESET ale-Dx1s4e HAMMACK OF -4 _ _____ ___ ______ KEN RUKAwNA E No. 42866 DATE/ PH:(702)998-000FAXB(702)9981010 w 9oEcFEET( CALIFORNIA 28290 TRELLIS AVE. SHEETS - . g 9 j 1"=100'-D" zfia.a rrFr(us SURVEY SFr,NAVD lees), -- - ____ ____ _- _ -__._-- _.._ - +---- - CITY ENGINEER ELSINORE cocvsiceloza,swrcarnMusicnnae oesara GROUP uc a, DATE:DATi�. -1 o3e3i43 METEROHE MIARN Sw OO BI OIWERN NruNCBgSr 1288) LAKERIVERSIDE ECO N 9Y 532 FILE No. r IWES OF [HE NOR HWESI CORNER Oh 1HE TOWER. -- -- ---- www.wten ineerin Dom ---EDGE OF PAWMENT 10 , EXISTING VfN1CL£GATE/SITE / CONSTRUCTKNN ACCESS PCMN'T 11.5' WIDE EXISTING PERSONAL GATE APN.-347-110-00 %� 6J0. / / DRIVEWAY i O _ .� SB9.47372E ... .� _ P� PA sse.Ta' PA PA - PAS OMW w v 110 EXISTING,Ko rA iu.('ice.)I T� �'� �•.�� I PROPOSED VFR2Da O �FASE PARCEL EXISTING CONCRETE, TYP. I ! I I I 72" ALM(IYP. E=TI NG CURB I I i I I tt I I I y i I I AP{NrJ47-i i0-078 � AND GUTTER �N i I I 1 C- � ExlsTlrac BLOCK WALL (TYP.) I I 4 I I ! I V I (- - - ROOF EL.= 1309.6.- - - - - —1 ODE D VEWAY • � ��"�otiry / � �i� I f I I I m I I I I ! fl zSQ= k a <' -- 199.2' III .I i I I c/L PROPOSED MOMORNE 70WER X a. 11 i A l ar--JX 42'3261-N(*Mj) ROILING PIl nIu LON-?17 19'04.77W(AAA) I r I I 11 A�I/ GATE CN0I ELEV-15M..0'AAK798 ������_ � " A / \ — a 1254 RFSET PID-DX1548 mlg_-_ 219.5' cn 1258.0 FEET (NAVD 1988) k LEC t o I I v v i v vv `N, ���a- ' EXISTING AUTO ' o I Y FXISILAC' REPAIR BUILDINGI '` ! I 1 V� HOUSE k I t II I —LID—LIMIT OF DISTURBANCE —SF— SILT FENCE � Ii FLOW ARROW XXX PROPOSED CONTOUR UNDERGROUND U/T TELEPHONE IISt--D-.7 PROPOSED GRADE U/E UNDERGROUND EXISTING I STORM \ `---EXISTING GRAVEL ELECTRICAL ELECTRICAL DRAINIraEr- 1,DIRT AREA IA I I EXISTING CONTOUR Z--.27=7 EXISTING BLOCK \ VA \ A \ \ V A WALL NEW CONTOUR i \ i _ _ / ( ( \ \ EXISTING SLOPE AT DRIVE NEW BLOCK WALL �.-. �7q, �.�----- I \ - TO REMAIN UNCHANGED EXISTING ��F S -�- ROLLING GATE EXISTING CURB do GLITTER I i� �i�X, ® EXISTING INLET EXISTING EARTHEN SWALE �i 544�18�Y— r - -"•` EXISTING BLOCK WALL(TYP.) 4M..00 ..._..._ LLI APANJNiI-i f0-041 -EDP-- EDGE�PAVEMENT -, EXISTING CONCRETE u+ -- WALKWAY 'a, NO WORK -ALTERNATE CONSTRUCTION EXISTING---P/l— PROPERTY LINE Q THIS AREA IN ACCESS, TO BE APPROVED -R/w—-— RIGHT-OF-WAY AVER BLOCKS I i m BY OWNER. 70 60 50 40 30 20 10 0 20 40 UIIT -�, EXISTING (n N _CENTERLINE \T�� UNPAVED AREA + - - J "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE ,08 SITE UNPAVED AREA W O I W: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND EXISTING GATE 0��y/ EL:1254 RESET PID-OXIS48 STATE LAWS, AND A PERMIT MAY BE ISSUED" I EXISTING TREES/ I FO.IAGE I 1258.0 FEET (NAVD 1988) � i EXISTING CONDITIONS SCALE: 1 = zD'—o• -- 1 NORTH CITY EN{MNEER RCE/ EXPIRATION DATE MARK REVISIONS A P P R. DATE *ESE s HAVES BEEN REVIEWED FOR COMPLIANCE MATH THE PREPARED BY: SEAL APPROPRIATE CONDXTI�IS OF DEVELOPMENT AND/OR CITY AND W-T COMMUNICATION - STATE LAWS AM HAVE BEEN FOUND ACCEPTABLE DESIGN GROUP, Lli EXISTING CONDITIONS CITY OF LAKE ELSINORE SHEET 2 t>ATE N1iRELE33 WPAST'RUCTURE 86$0 S.Eastem Ave.Suite 220 4�4 I IAI�I �t�.K Las Vegas,NV 89123 S6T43 SCALE: laity"�' mn 2$290 TRELLI'S AVE. - KEN RUKAViNA•RCE No. 42WS DATE - PH.(702)998-1000 FAX:(702)998-1010 * ' SHEETS st CITY ENGINEER i ¢ 2fi'_pa' (RAH ` �"`"'1 LAKE ELSINORE, CA 92532 CITY l7F LAKE ELSINORE w06W,TC n9ineetIDNDSS FILE No, COPYRKiHT® T$WT CaM11NCATbI1 OE&NIL O�IfJIR,t� f1K DATE: A STANDARD DISK SET R1 DFmL1 Hq-E IN THE'A$E CIF THE W7LDQMAR scH� u TOW>R,s INCHES RIVERSIDE COUNTY ...- ...... __ WEST f)F 7HE NcsiTHWEST CORNER 4K h+E TOWER. - - ......... _EXISTING ASPHALT RIVE � Erosion Control Notes CONSTRUCTION ENTRANCE. 1 SET THE NO REINFORCEMENT NEEDED. STAKES L L 6' MAX 2•EXCAVATE A 4'X 4" Aft erosion control pions shall be in accordance with City of Lake Elsinore Ordinance Nos.1237, 772, 529, 1004, construction site Best Management Practices BMP's and standards outlined within the Lake Elsinore Design Manuel. No grading ( ) �µ THETRENLINECH UOF STAKES 9 9 g permit shall be issued without m erosion control pion approved ur the City Engineer. TEMPORARY SOIL EROSION The erosion control tan shall include details of protective measures, including desilting basins or other temporary drainage o control measures, or both, as may CONTRt'X_. WAY BALES. P SEE DETAIL 3/SHEET 3 'f / be necessary to protect the water quality of receiving water bodies or to protect adjoining public and private property from damage from erosion, flooding or the / deposition of mud or debris which may Originate from the site or result from such grading operations. EXISTING STORM DRAIN '", r INLET✓/` / _ `\ 1. All erosion control plans shall be in accordance with City Of Lake Elsinore Ordinance Nos. 529, 772, 1237, 1004, construction site Best Management Practices (BMP's), and standards outlined within the Lake Elsinore Design Manuel / / 2. The developer/contractor is responsible for any discharges by subcontractors. 3. In case of emergency, call t DAK_ - (responsible person) of _-_______ _ 24-hour_ ( phone number). 4" 4 emergency,reduce the person responsible shall for gradingaced operations. or modified Without the approval of the Qualified SWPPP Developer, City Engineer, or in on 5. Areas that are cleared and graded shall be limited to only the portion of the site that is necessary for construction. The construction site shall be managed to / 3.STAPLE FILTER MATERIAL 4.BACKFILL AND COMPACT minimize the exposure time of disturbed soil areas through phasing and scheduling of grading and the use of temporary and permanent soil stabilization. TO STAKES AND EXTEND THE EXCAVATED SOIL EXISTING EARTHEN 6. Once disturbed, graded slopes exceeding o 3:1 ratio and/or ten (10) feet in height (temporary or permanent) shill be stabilized if they will not be worked within SCALE j IT INTO THE TRENCH days. During the storm season, all slopes shill stabilized 24 hours prior to a predicted storm event. Construction sites shall be revegetated as early as f i feasible after soil disturbance and within 7-days off completion. EXISTING DRIVEWAY i 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each working day. 8. The contractor shall be responsible and have signs posted on the site to wom against public trespass into areas where water is impounded. 9. Dust shall be controlled by watering or other methods approved by the City Engineer. 10. Placement of devices to reduce erosion damage within the development Mall be shown an the approved pion. FL1)W it. Desilting facilities at all drainage inlets for the graded site shall be designed for a twenty-five (25) year, six (6) hour storm intensity. They must be detailed on SHEET FLOW INSTALLATION the plans. Design and specific recommendations shall be submitted far the following: (PERSPECTIVE VIEW) a) Desilting basin volume based on gradient and nature of soils. b) The extent of all graded areas and identification of any temporary soil stabilization measures. 1 A FLOW _ F N MAX c) Size of desilting basin outlet pipe and overflow. A d) Dike requirements. Show minimum wall width, slope of walls, percent compaction, etc. B / e) Outlet conditions from the desilting basin Mall not exceed downstream limitations, with the exception of overflow, which is to be designed to provide capacity of 1.5 times the maximum design flow. PA _ 1P\ _ _ _ _ 12. Necessary materials shall be available an-site and at convenient locations t0 facilitate rood construction of temporary devices or to repay any damaged erosion Pit PA .,- _ -PA- �'�', control measures when a 50%chance or greater of rakn within a 48 hour period is forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency ��'�> � (NOAA). 13. SMP1s shell be maintained and inspected dolly to minimize and/or prevent the entrainment of soil in runoff from disturbed soil areas on Construction Sites. All removable protective erosion control devices shown shall be in place at the end of each workingday when the four 4 day rain n �fi`� �` �` forty percent (40%)• Y O Y probability forecast exceeds POINTS A SHOULD BE HIGHER THAN POINT S. 14• After a rainstorm, all project generated silt and debris shall be removed from check berms, onsite public drains and pipes, drains and pipes of adjacent DRAINACEWAY INSTALLATION properties and desilting basins and the basins pumped dry. Any graded slope BMP's damaged during a rainstorm shop also be immediately repaired. Failure to (FRONT ELEVATION provide effective maintenance may result in penalties. I I { 1 \ \ ) 15. Discharging of contaminated soils via surface erosion is prohibited. 16. Construction access points shall be stabilized with a combination o1 rack and shaker plates year-round to prevent track-out. Routine street sweeping shall be ' I performed on ail paved streets where tracking is observed. Vacuum sweepers shall be used when street sweeping becomes ineffective. SILT FENCE SCALE: NONE 2 NPDES / Storm Water Pollut.....ion Notes l ! I 1 1 1. For projects that require coverage under the General Construction Permit, the property owner is responsible for ensuring that a Qualified SWPPP Practitioner (QSP) and Qualified SWPPP Developer(QSD) implement and maintain the SWPPP-approved, Pre-qualified SMP+s from the California Storm water Quality Association { I I I I I ` I (CASQA) handbook /website for construction to retain sediments and pollutants of concern from areas disturbed onsite to the maximum extent practicable during ANY phase of construction operations. For all other projects, the property owner is responsible for ensuring that BMPs for construction are implemented to retain sediments and pollutants of concern from areas disturbed onsite to the maximum extent practicable. The-erosion control measures include those shown j i I I I I 1 I I on this plan as well as any additional erosion control measures dictated by field conditions to prevent erosion and/or the introduction of pollutants into existing public streets and/or onto adjacent properties during ANY phase of construction. j I U I I StT FAH U 1. STREETS ADJACENT TO THE SITE SHALL BE KEPT FREE OF DIRT, MUD AND DEBRIS. 2' For projects that require coverage under the General Construction Permit, the Storm Water Pollution Prevention Plan (SWPPP) shall be kept on-site and made ,I SEE DETAIL 2, SHEET n.:SH avcilable upon request of a representative of the Regional Water Quality Control Board (RWQCB) - Santa Ana Region and/or the City of Lake Elsinore. 2. MINIMIZE BARE EARTH SURFACES DURING CONSTRUCTION. 3. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material ther than ( I ' ` o storm water non-storm water are 1 ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AS SOON AS IS PRACTICABLE. Activity. ) prohibited except as authorized by an individual NPDES permit under the statewide General Permit -Construction t00SF I I I j 4. WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS IS DEPOSITED IN 4. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, solvents, detergents, glues, lime, pesticides, j L00SF herbicides, fertilizers, wood preservatives, and asbestos fibers, paint flakes or stucco fragments; fuels, oils lubricants, and hydraulic, radiator or battery fluids; AREA OF I THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, OR DITCHES SUCH THAT THE concrete and related cutting or curing residues; flootoble wastes; wastes from engine/equipment steam cleaning or chemical degreasing; wastes from street NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIAL SHALL BE cleaning; and super-chlorinated potable water from line flushing and testing. During construction, disposal of such materials should occur in a specified end REMOVED. controlled temporary area on-site physically separated from potential storm water runoff, with ultimate disposal in accordance with local, state and federal (}� requirements. 5. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not be discharged to receiving waters or the local storm drain I S i SYSTEMS BY THE USE OF SAND BAGS, INTERCEPTOR DIKES OR OTHER APPROVED system. t 6. Appropriate BMPs for construction-related materials, wastes, spills or residues shall be Implemented to eliminate or reduce transport from the site to streets, 1 FUNCTIONAL METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING drainage facilities, or adjoining properties by wind or runoff. 1PROPOSED LEASE PAN& � SEDIMENT RESULTING FROM HIS PROJECT FROM STORM SEWERS AND DRAINAGE 7. Material storage and stagtng areas shall be established. Fuel tank, portable toilets, liquids, gets and powders shall have secondary containment and be stared 1 STRUCTURES. I t away from all private /public storm water conveyance systems, sidewalks, rights-of-ways and flow-fines. 6. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS 8• All portable mixers shall have plastic liners underneath with gravel bags places on the down-hill side of the liners to contain discharges. S. Controlled street washing will only be allowed prior to the application of asphalt seat coats and only when all pertinent drainage inlets are protected. TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END 10. All construction contactors and subcontractor personnel are to be made aware of the required BMPs and good housekeeping measures for the project site and OF EACH DAY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN any associated construction staging areas. ,\ TRACKED ONTO PUBLIC STREETS OR AS REQUIRED BY LOCAL JURISDICTION. 11. Discharging contaminated groundwater produced by dewatering groundwater that has infiltrated into the construction site is prohibited. Discharging Zx, -`C---A� \- \ non-contaminated groundwater produced by dewatering activities may require a National Pollutant Discharge Elimination System (NPDES) permit from the Regional 7. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO Water Quality Control Board. \ \ \ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND 12. Storm water runoff shall not be directed over any slopes without permanent down drains installed. Erosion and sediment controls including maintenance ere r' required on all exposed slopes until sufficient TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES q P P Permanent landscaping has been established. 100X sops protection must be in place prior to the issuance of the \ \ \ \ DURING GRADING OPERATIONS. final certificate of occupancy, 13. Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which are not adequately protected with desilting basins or other temporary drainage or control measures. \ 14. Stockpiles of soil shall be properly secured with BMPs to eliminate or reduce sediment transport from the site to streets, drainage facilities or adjacent properties. \ 15. Stock ilea of soil shall be p• properly contained to eliminate or reduce sediment transport from the site to streets, drainage facilities or adjacent properties via \ \ \ \ \ runoff, vehicle tracking or wind. Inactive for a period of 14 days or more shell be covered; active stockpiles shall be covered prior to a forecasted rain. \ \ \ CONSTRUCTION NOTES: 16. For project requiring coverage under the Construction General Permit, special attention shell be given to preparation and installation of the Rain Event Action SIF \ \ \ _ Plan (REAP) as required based on site Risk Level or as mandated by the Santa Ana Regional Board NPDES Permit, General Permit -Construction Activities. §� , \ \ \ \ I 17. At the end of each day of construction activity, all construction debris and waste materials shall be collected and properly disposed of in covered trash or STRAW BA LES,ALES, SEE NOTE 2. covered recycle bins. 18. undersigned civil engineer, a qualified QSP and/or QSD will review placement of erosion control and insure that work is in accordance with the approved B. 2" X 2" HARDWOOD STAKES OR 3' LONG REBAR Pan C. COMPACTED BACKFILL B --------------------------- - D. 4" MIN. DEPTH OF TRENCH ------------------- l +� (Signature) (RCE No.) (Exp) (Date) _A 3 0 20 10 0 10 20 30 E. PACKED STRAW GENERAL NOTES: s / C 1. STRAW BALES SHALL BE PLACED IN A SINGLE ROW AND E STAKED WITH MIN. 2 STAKES PER BALE. GAPS BETWEEN BALES - 4- SHALL BE CHINKED WITH STRAW. BACKFILL SOIL SHALL BE A D BUILT UP TO 4" AGAINST UPHILL SIDE OF BARRIER. "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 2. OTHER ACCEPTABLE EROSION CONTROL MEASURES ARE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND i USE OF BERMS, SEDIMENT BASINS, FIBER MATES, NETTING, ETC. STATE LAWS, AND A PERMIT MAY BE ISSUED" CROSS-SECTION AS APPROVED BY MUNICIPAL ENGINEER. 3. EROSION CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED UNTIL PERMANENT EROSION CONTROL FEATURES --- r STRAW BALE BARRIER ARE COMPLETED. CITY ENGINEER RCE# EXPIRATION DATE \ I 4. iF AFTER REPEATED FAILURE ON THE PART OF THE CONTRACTOR TO PROPERLY CONTROL EROSION, POLLUTION, -� EROSION CONTROL SCALE: 1" 10-0" T AND/OR SILTATION, THE LOCAL JURISDICTION RESERVES THE i CITY GRADING PERMIT III t�t)Fnti4 HAY BALE DETAIL SCALE: NONE F73 RIGHT TO EFFECT NECESSARY CORRECTIVE MEASURES AND CHARGE ANY COSTS TO THE CONTRACTOR. FWDIO # (NOT REQUIRED) < i ACRE MARK REVISIONS A P R. ©ATE THESEPLANS HAVE ITw PREPARED BY. W-T COMMUNICATION mat APPROPRIATE CONDITIONS DEVELOPMENT CITY AND EROSION CONTROL STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DESIGN GROUP, LLC. ' CITY OF LAKE ELSINORE N DALE WRELESS!INFRASTRUCTURE g NOT & DETAILS 8650 S.Eastern In Ave.Suite 220 ` S5743 BENCH MARK:12SF RESET P1D-DX15i18- HAMMACK -4 Las Vegas,NV 89123 SCALE: ,��cOURTti cAIFqRaA 28290 TRELLIS AVE. SHEETS KEN RUXAVINA,RCE No. 42866 DATE PH.(702)998-1000 FAX:(702)996-1010 1"a 1 Or-Q" FL: t25e.O FEET(US SURWY FEET,NAVD 1e8e), g - �A STANDARD�m tNAw/ND> LAKE ELSINORE, CA 92532 wL�Na CITY ENGINEER www.wten ineenn com DATE: A STANDARD D15K SET IN DRILL HOLE IN THE BASE (- CITY LAKE ELSINORE COWRKa4t020+6w-TCOMMUNiCgTKRlDE9ia1lQRd1P,LLa. - Or THE wLDOMAR SOHOOLeELL TOWER,a INCHES RIVERSIDE COUNTY - WEST OF THE NORTHWEST CORNER OF THE TOWER. i I I i 1 1 LEGEND: i t / `EARTHEN SCALE FLow I 1 j 1 t 1 tt. / ;LINE 5%SLOPE I I , I i I ` t 11 -L00-LIMIT OF DISTURBANCE SF- SILT FENCE / I NEW EARTHEN SCALE TO I �• i to t 1 ! t t FLOW ARROW CONNECT TO EXISTING i ; i ' PROPOSED CONTOUR / EARTHEN SWALE v I t 1 1 xxx UNDERGROUND sums. PER / (( I.I r U/`T TELEPHONE STRUCTURAL '®e FLOW LINE PER PLAN / I I TO REIi1h1NL�K WALL V i I I t t 1 1' t i 15i 0.75 PROPOSED GRADE Ui E ELECTRICAL / I t I ` 1 t UNDERGROUND SLOPE 3/4' - / 1507.50_FL ll O t I. `I I i t It EXISTING CONTOUR Z Z EMS NG BLOCK PER, , WALt 3/4"EXPANSION 1509 50_FL i 1 t NEW CONTOUR NEW BLOC(WALL JOINT CONCRETE SWALE FLOW EXISTING .. / EXISTING PAVERS THROUGHOUT Il tl i ._ .. EXISTING CURB&GUTTER ` a t I 1 t ------_-_DRIVEWAY TO REMAIN nW _ � I LINE 6.67G SLOPE i 1 ( t > = ROLLING GATE M RE-BARS a n • t1 t o a o 1510.00 I I 1 t t EXISTING INLET -"_-�^ EXISTING EARTHEN SWALE a - 1510.50 F 4" CRUSHED GRAM!BASE- EDGE OF PAVEMENT ° EXISTING CONCRETE 1 FL Q i -- WALKWAY t I I I 1511.05 � _..._.__._._. r 'i 1507.01 ' I 4 ` 1, 1 -PA--- PROPERTY LINE 1510.5 L -� EXISTING REMOVE ALL UNSUITABLE ; I r 1 i -^R fW-_..� SUITABLEADE AND REPLACE WITH \.J ! i I RIGHT-OF-WAY PAIR SOCKS SUITABLE MATERIAL EXISTING CENTERUNE \'' UNPAVED AREA 1 ? t fff JOB SITE 1 150$.O b I _. ALL PER 1� i I EXSTING GATE UNPAVED AREA t95' L.F__TSCALE: NONE T2� NEW BLOCK W I ^ slrtUCnraAL PLAN PCC SWALE DETAIL 1505.0 6 -CONK ETE PAD FOR\, I 1 ; , EASTNG TREES/ e_ NEW EQUIPMENT r 1511.15 FL! d FOLIAGE o ° • ° I ��� °j i t i Gt FLOWxNCRETE SWALE 1 t i 1 LINE 1.25%SLOPE ' 6 t t t CONSTRUCTION NOTES o ` I HP=1510.8 HP=1511.25 1 ° 1. Note to Contractors: The existence and location of any underground utility pipes or structures shown on these plone were obtained by a search of ovaRable records. Approvd of these plans by the City of Lake Elsinore doss not constitute •° _-- ` t 1 t I j a representvtion as to the accuracy or completeness of the location,nor the 't 1510.75 ! existence or non existence of any underground utWty,pipe m structure within the 4' / I ` I NEW 24"WIDE PCC SCALE. I /D limits of the project. The Contractor is required to take all due precautionary , . T/fF= SEE DETAIL 2.THIS SHEET _ --- meosures far the protection of all utilities, pipes or strictures, whether shown on ! these Jana a not. An unlit iaa damn during the performance of the work NEW 8' HIGH CMU WALL 1510.50 I �- P Y Y( )damaged 9 P REFER TO STRUCTURAL HP=1508.5 I I 1 t shall be repaired or replaced to the satisfaction of the governing agency by the PLAN SHEETS FOR 'i Contractor, at his expense.2. All work shall conform to City Codes,Standard Specifications for Public Wake INFORMATION (Latest Edition),and Standard Drawing of the County of Riverside.It Is the Contractor's responsibility to be familiar with these standards and codes at all / I NE \ 1 .^i�k c ` \, times. ,• , a' T NEW , 3, The Contractor shot[notify the City Public Works inspector, forty-eight(48)hours I� \ \ prior to beginning any work. Call fa inspection at(951)674-3124. extension 247. 4 �' : " 1511.15 �` ENSTNG WALK between the noun of 9:00 am and a:L10 pm, Monday through Thursday. . (d`�' TO REMAIN 4. Contractor shall maintain traffic control M accordance with Caltrafs Traffic Manual _ •� Y 3 0 �- �U n ��o- \ and Watch Manual of all times during construction,as approved by the City 2.53b (T It } v it @! \ \ \ Engineer or his representative. Failure to do so shall require Immediate wok O s I stoppage. d OL It shall be the Contractors responsibility to have a dependable representative at • PROPOSED 8 4 \ \ the Job site, at all times during construction. "X16 �. \ \ \ 6. It Mali be the responsibility of the Contractor to Oran a for the necessary a . y relocation of any�utilltkst. Contractor shall ratify all utility companies Involved. of NEW 24"M'�E PCC SWALE.- D Ti1Rfi ONE SOCK toast forty-eight(48)hours prig to beginning work. the Contractor N+aN also SEE DETAIL 2fS-4 pa2 DRAINAGE • \ contact Underground Service Alert(U.S.A.)at 1-800-422-4133, at least forty-eight (48)hours prior to beginning work. d..p 7. The Contractor Mall be responsible for the clearing of the proposed wok area BLOCK WALL OPENING (TYP. OF 2) scA r: Nor 3 • ) '° \ \ and ralowtion and coat of all existing utRl#kis.Subdivider must inform the City of 1511.10 FL \ Lire Elsinare of construction schedule,prior to beginning construction. !t I \ 8. All underground facilities and laterals including but not limited to sewer,water, telephone, electricity, gas and drainage facilities,shall be in place prior to paving 1 I O 1511.0� \ the street section. 1508.0 O 6.5% SLOPE \ 9. Aii street sections are tentative. Additional$oil tests will be taken after rough \ r grading, to determine the exact section required. Section thicknesses Mown are l r ' PROPOSED GRAYEL far bonding Purposes only. 1 I COMPOUND 16.66 C.Y 10. All existing undsrgraind utilities and structures must be potholed and elevation* veNfied prior to construction. The engineer of record Mall be notified of any 1510.50 FL neoessory revisions to the approved plans. The revisions shot]be in the form of PROPOSED CMU BLOCK I 'I \ "AS BUILT"pions submitted to the City Engineer for approval prior to the final WALL OPENING(TYP. OF 2 I 1 acceptance of the protect. SEE DETAIL 3, THIS I I , �\ \ it. All existing monumentation disturbed or destroyed during construction shall be i raPlocsd to City standards, as approved by the City Engineer. Centerline ties ere to be furnished to the City Engines upon completion of the Project and before acceptance is granted. _ I n 12. An Encroachment Permit shot[be required for all construction wok done within i 1510.0 T P Public Rights-of-way.Before issuance of sold permit, the Contractor/Developer ' n ` \ \ must provide the City Engineer with Certificate of insurance and required bonding 1 \ for public Improvements. The encroachment permit must be present at the job 18M,50 FL \ site during the total time of the project construction along with an approved set of Improvement plans. ' \ 13. H an Encroachment Permit is required thrown the District No.8 office of \t Coltrane,please make reference to this fact M the 'General Notes-section of the 20 15 10 5 0 10 20 Improvernent plans. I'I PROPOSED 5'Milli \1 I 14. Ail setback requirements must be followed as outlined M the U.S.C.,Chapter 33. n i ' VERIZtN WIRELESS ACCESS EASEMENT.\ t ( t ( wt \ 1 THIS PLAN SHOWS THE INTENDED GRADING NECESSARY FOR A NEW 2% SLOPE ` TELECOMMUNICATION COMPOUND. "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VATH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 4 ` - It NOTE: STATE LAWS, AND A PERMIT MAY BE ISSUED" EXISTING FLOW OF EVS71NG PROPERTY MALL NOT BE DISTURBED _ - DURNING CONSTRUCTION i / ` I XI EXISTING SITE SURFACE DRAINS ACROSS NATURAL SLOPE t CITY ENGINEER - EXPIRATION DATE l RCE DISIURBANCE-195O SOFT .. __-_ ___ __ -. __... ..................-_.�� NOTE. j11 CITY GRADING PERMIT NEW CONCRETE PADS TO BE 6" ABOVE FINISHED GROUND [ GRADING PLAN SCALE: 1"-5'-D" 1 9F_ WDiD III (NOT REQUIRED) < 1 ACRE MARK REVISIONS APPR. DATE APPROPRP ATE HAVE BEEN CONDITIONS DEVELOPMENT FOR` AD/OR CITY AND PI 'u�D°Y yy-T COMMUNICATION SEAL STATE LAWS AND HARE BEEN FOUND ACCEPTABLE DESIGN GROUP, LLC. GRADING PLAN' CITY OF LAKE ELSINORE 4 --. OAT£ WIRELESS INFRASTRUCTURE DETAILS & NOTES HAMMACK OF 4 8650 S.Eastern Ave Suite 220 Q 55743 SCALE: BENCH ftxR 5_ GWFg NOi�� SHEETS /P !) Las Vegas,NV 89123 a 28290 TRELLIS AVE. KEN RUKAVNA, RCE No.42ON DATE PH:(702)998 1000 FAX:(702)998-1010 " 1"=20'-0" 30 43 MEW"�,� T NA4O 1p LAKE ELSINORE, CA 92532 FILE Na. OTYwww.wtengineenng.com SET IN GM ENGINEER sap+roaaoxo+swacopp�.e+n���rior)o�saacao�.uc. DATE: OOFSTn E WLDiDOMAR SCHOOL BEiL"WER, ME c BASE RIVERSIDE COUNTY t'3TY OF LAKE ELSINOREV - Nn:ST OF THE NORTHWEST CORNER OF THE TOWER. -