HomeMy WebLinkAboutENG-2021-00103 PGP PLAN NO 21-479-21-499 GRADING NOTES: R0
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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER t TEREncORws nvE
15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM c e`�4 °qrA, 15 74
BUILDING APE GOOF AU.B.BE CHAPTER 33. PRECISEGRADINGPLAN �
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE,PRIOR TO
ANY OPERATIONS
J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA.ALERT(1- P e
800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. INDUSTRIAL WAREHOUSE D
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN
ADVANCE OF BEGINNING GRADING OPERATIONS. Sheet LISLii Table T1
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. NE CORNER OF PASADENA STREET AND CENTRAL AVENUE f ti
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, heet
AND SHALL BE SHOWN ON THE PLAN. LAKE ELSINORE,RIVERSIDE COUNTY CALIFORNIACAL/FORN/A Number sheet Title AesH RF SITE F
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, ° z
SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 908 RELATIVE COMPACTION OUT TO THE 1 TITLE SHEET
FINISHED SURFACE. uuE ELSINORE
8 FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3) 2 OUANTITIES, LEGEND
LAYER A.ST.M.D-1557-70 TEST METHOD.
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE - 3 SECTIONS, DETAILS VICINITY MAP
GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. NTS
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 4 STANDARD DETAILS
APPROVED BY THE SOILS ENGINEER. .
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 9"PER FOOT FORA r29410
6 5 PRECISE GRADING PLAN
MINIMUM OF THREE(3)FEET, THEN 1%(MINIMUM) TO FLOW LINE OF EARTH SWALE 7 ( - LEGAL DESCRIPTION
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX IF CUT OR FILL SLOPE IS LESS THAN /:: 6 PRECISE GRADING PLAN
TEN FEET(10),AND 2R IF CUT OR FILL IS GREATER THAN TEN FEET(10).DRAINAGE SWALES SHALL BE A OWNER: ARGET CORPORAT ON
MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL ADDRES : 18287 COLLIER RE _U` 7 PRECISE GRADING PLAN THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF RIVERSIDE,
SLOPES AY#F STATE OF CALIFORNIA,AND IS DESCRIBED AS FOLLOWS-13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 8 PRECISE GRADING PLAN PARCEL is
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP - •- -
OF CUT SLOPES F _ _ __ __ - 9 PRECISE GRADING PLAN REMAINDER OF PARCEL MAP N0. 33056,IN THE CITY OF LAKE ELSINORE, COUNTY OF
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. RIVERSIDE,STATE OF CALIFORNIA,AS PER MAP RECORDED IN BOOK 216,PAGES 45 AND
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A .�
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE \ ..� ; @ W 10 PRECISE GRADING PLAN 46 OF PARCEL MAPS,IN THE OFFICE OF THE COUNTY RECORDER FOR RIVERSIDE COUNTY,
\ 1 CALIFORNIA.
CHARACTERISTICS OF THE SOIL _ _ _ _ _ _ L ----- ------- - - , - '$
:� 11 RAMP DETAILS
GRADING NOTES 77 2CA7/PAGE 1 �' z APN. 377-120-059-8
17. GRADING CERIIFlCAIION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A � 1 12 RAMP DETAILS
SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE { -
OF BUILDING PERMITS.8. 73 RETAINING WALL PROFILE
THE SOILS ENGINEERING INVESTIGATION PROJECT NO. 19-6963 DATED OCTOBER 31,2019 PREPARED BY TGR 8 1 N
1 Q1GEOTECHNICAL SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING .�r -" J 14 SLOUGH WALL PROFILE
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA VIER: AUK INV Q
LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 15 HORIZONTAL CONTROL PLAN
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. N 377-120-044
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY l 16 HORIZONTAL CONTROL PLAN
CONSTRUCTION/GRADING -- +-'- -6- =---_ -- - _ _ - ---- - - -- :- ``L � r W EXISTING PLOTTED EASEMENTS
21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS _ - - T- r - - _ _ V 17 PRIVATE STORM DRAIN PLAN Q MATTERS CONTAINED IN THAT CERTAIN DOCUMENT EN777LED'NO BUILD EASEMENT'
ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET - - - - - 1 AGREEMENT EXECUTED BY TERRA COTTA PARTNERS,LLC AND TARGET CORPORA77ON
1 o
(30)IN WR71CAL HEIGHT. = 18 PRIVATE STORM DRAIN PLAN RECORDED APRIL 7,1006 AS INSTRUMENT NO.2006-0251915 OF OFFICIAL RECORDS.
22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(7)FOOT. -- -- - - -_-_ -- __ - -- ---_- PLOP.
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND s�s rt- s I - --- -4'. N 19 EROSION CONTROL PLAN r )
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED - - - - - - -
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE P SADENA STRE ET::-w�. -w-.„ w w w-�' 20 EROSION CONTROL PLAN ENCROACHMENTS
KEYED AND BENCHED. '" '" "' "'-
IA
24. 774E SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. W 21 WOMP SITE PLAN UTILITIES LIE ALONG THE NORTHEASTERLY PROPERTY LINE AS NO1ED ON ALTO SURVEY.
A.UPON COMPLE7101V OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, `- '` -"- - ��.
COLLUVIAL AN TERRAD AREAS AND ANY SUBSTRUCTURES.
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND UNAUTHORIZED CHANGES & USES:
FILLING OPERATIONS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR,
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL CONSTRUCT RETAINING WALLS UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST
0. WHEN ANY UNUSUAL GRADING CONDI7IONS ARE ENCOUNTERED DURING CONSTRUCTION. PER SEPERATE PLAN&PERMIT. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION
25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR AN07HER CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
APPROVED GROUND COVER,AT TWELVE INCHES(12')ON CENTER.SLOPES OVER FIFTEEN FEET(15)IN S A
VER77CAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR KEY MAP ASSUME CO E SOLE OF THE
OLE A N
COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10)ON CENTER; TREES AT TWENTY FEET i'=60' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE PRACTICES CONSTRUCTION CONTRACTOR WILL BE REWIRED TO AOF AND COMPLETE
PROECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
(20)ON CENTER; COMBINA71ONS FIFTEEN FEET(15)ON CENTER.SLOPES OVER THREE FEET(3)IN VERTICAL
BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS Wi7H BACKFLOW PREVENTION DEVICES PER U.B.C. CONSIRUC71ON CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN
26.APPROVED PR07EC71VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION
ADJOINING PROPER77ES DURING THE GRADING PROJECT. WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM SOLE
2Z APPROVED EROSION REVEW77VE DEVICES SEASON AND SHALL BE IN PLACE AT THE END OFLE�HPDAY'SEWWORAK MAINTAINED DURING THE RAINY BASIS OF BEARINGS: GE07ECHNICAL ENGINEER CERTIFICATE NEGLIGENCE OF DESIGN PROFESSIONAL
28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
29. THE LOCATION AND PR07EC71ON OF ALL U71LJ71ES IS THE RESPONSIBILITY OF THE PERMITTEE. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTERLINE OF CENTRAL AVENUE THESE PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED RELATIVE TO GE07ECHNICAL PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
GRADING N07ES/2005/PAGE 2 BEING HELD AS NORTH 4301'58'EAST AS SHOWN ON PARCEL MAP NO. 33056 FILED IN ASPECTS OF THE PLANS AND HAVE BEEN FOUND TO BE IN CONFORMANCE WITH
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. BOOK 216,PAGES 45 AND 46 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY INTENTIONS OF THE FINDINGS AND RECOWMENDA77ONS CONTAINED IN THE GE07ECHNICAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COWPLE77ON OF GRADING RECORDER OF RIVERSIDE COUNTY,CALIFORNIA. REPORT BY TGR GEOTECHNICAL,PROJECT NO. 19-6963,SANJAY GOWL,GE 2382,DATED IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE
OPERATION. OCTOBER 31,2019. BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT THOSE SHOWN ON
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FAGLI71ES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS I pFEssl THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAU77ONARY MEASURES
OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND BENCHMARK / 12/21/2021 ,�oQP�pv Qo"K TO PR07ECT THE UTILITIES SHOWN,AND ANY 0714ER LINES OR STRUCTURES NOT SHOWN
SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE NA77ONAL GEOOE77C OPUS SOLU77ON.• DATE: ,SS P� � � ON THESE PLANS AND IS RESPONSIBLE FOR THE PR07EC71ON OF AND ANY DAMAGE TO
APPROVAL OF FINAL INSPECTION. SANJAY GOVAL,Ph lb,PE,GE 2 y " rt, THESE LINES OR STRUCTURES.
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE 3 No.GE2382
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILJ77ES RESULTING DIRECTLY OR INDIRECTLY FROM HIS BENCHMARK: OPUS SOLUTION EXp y�pl�p1T a
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. DATUM: NAVDBB FURTHERMORE, THE GEOTECH REPORT PREPARED FOR THIS PROJECT IS A * CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
PART OF THESE PLANS. f CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO SET TEMPORARY BENCHMARK ON-SITE(78M)A MAG NAIL NEAR THE WESTERLY 4T F A\f�P SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF
ROUGH GRADE APPROVAL CORNER OF THE PROPERTY.ELEVA7ION.• 1264.50'FEET ( CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
35.APPROXIMATE DATE OF: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON7INUOUSLY AND NOT BE LIMITED
BEGINNINGGREES TO
TIN 6R1-1 2-1-2021 TO NORMAL SOURCE OF TOPOGRAPHY DEFEND,iNDEMNIKFY,AND HOLD HARMLESS THE ING HOURS,AND CITY,ITS EMPLOYEES,CONTRACTOR ANDAAGENTS FROM
36.NO ROCK OR 0714ER IRREDUCIBLE MATERIAL K17H A MAXIMUM DIMENSION GREATER THAN THREE INCHES ALTA/NSPS LAND 777LE SURVEY DATED ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNEC77ON Wi714 THE PERFORMANCE OF
(3)WILL BE PLACED IN FILLS K17HIN ROADBED AREAS OR THREE FEET(3)OF FINISH GRADES UNLESS THE 811512019 REFERENCE 1 19-0964 OWNER/DEVELOPER WORK TO BE DONE WORK ON THIS PROJECT.
LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. EPS GROUP
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE 3002 DOW AVENUE XEBEC BUILDING COMPANY THE GENERAL ITEMS OF WORK CONSIST OF FURNISHING ALL THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR
APPROVAL TUSTIN, CA 92780 3010 OLD RANCH ROAD MATERIALS,EQUIPMENT, TOOLS LABOR,AND INCIDENTALS NEEDED FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO
38. GRADING PLANS WILL NOT BE APPROVED UN71L ALL RETAINING WALLS ARE APPROVED BY THE BUILDING (714)389-6009 SEAL BEACH, CA 90740 TO COMPLETE THE PROJECT AND DOING ALL WORK NECESSARY CONSTRUCTION,AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND
DEPARTMENT. INDICATED BY THE PLANS SPECIFICATIONS,AND CONTRACT RESOLVED.
39. THIS SITE HAS OBTAINED A NA77ONAL POLLUTION PREVEN7ON ELIMINATION SYSTEM(NPDES)PERMIT DOCUMENTS,AND AS DIRECTED BY ENGINEER,INCLUDING,BUT NOT
TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES UTILITY NOTE ENGINEER LIMITED TO DEMOLITION,EARTHWORK,GRADING STORMWATER
NPDES WDID 18 33C394523 DATE PERMIT ISSUED. JULY 15,2021 BLUE PEAK ENGINEERING,INC. DRAINAGE,AND COMPLIANCE WITH ENVIRONMENTAL PERMIT
CONDITIONS FOR CONSTRUCTING THE FOLLOWING IMPROVEMENTS DIGALERT
40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE THE LOCA77ONS OF UTILITIES ARE SHOWN HEREON BY OBSERVED EVIDENCE TOGETHER 18543 YORBA LINDA BLVD.,1235 :
PLACED K17MN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS WITH EVIDENCE FROM PLANS OBTAINED FROM THE CITY OF LAKE ELSINORE, U77UTY YORBA LINDA, CA 92886
EXPENSE COMPANIES AND/OR CLIENT AND SURFACE MARKINGS INDICATING THE LOCATION OF (714)749-3077 DEMOLITION OF EXISTING SITE IMPROVEMENTS
INAGE
EARTHWORKIGRADING
PUBLIC UTILITIES: RIVERSIDE COUNIY FLOOD CONTROL AND WATER CONSERVA77ON DISTRICT UNDERGROUND UTILITY LINES,IF ANY. CONTACT- KIMBERLY A. JOHNSON INSTALLON OF BIORETEN77ON FACILITY
ELECTRICAL sERwcF DISTRieunoN DISTRICT ZONE 3 FLOOD ZONE ARCHITECT
RICH BELLANTE
SOUTHERN CALIFORNIA EDITON 951-678-2622 BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES GAA ARCHITECTS
CUSTOMER SERVICE CENTER WITHIN ZONE AE'(BASE FLOOD ELEVATION=1262 FEET)ACCORDING TO THE FLOOD 8811 RESEARCH DRIVE
1-800-655-4555 NATURAL GAS INSURANCE RATE MAP NOS.06065C2029G 06065C20373 AND 06065C2028G ALL IN THE IRNNE, CA 92618
AND SEWER TREATMENT AND DISTRIBUTION SOUTHERN CALIFORNIA GAS COMPANY CITY OF LAKE ELSINORE(COMMUNITY NO. 060636)K17H AN EFFECTIVE DATE OF AUGUST 949-474-1775
WATER
WATER A VALLEY MUNICIPAL WATER DISTRICT BUILDER SERVICES 28,2008 AND IS IN A FLOOD ZONE AREA.
ENGINEERINGELSIN 800-417-2000 GE07ECHNICAL ENGINEER CALL BEFORE YOU DIG
951-674-3146 FIRE PROTEC77ON SITE AREA: TGR GE07ECHNICAL 1-800-422-4133
SOLID WASTE DISPOSAL RIVERSIDE COUNTY FIRE DEPARTMENT 120,970 SO.FT. OR Z78 AC.NET 3037 S.HARBOR BLVD. AT LEAST
COUNTY CODE ENFORCEMENT SANTA ANA,CA 92704
RIVERSIDE COUNTY WASTE MANAGEMENT 951-955-2004 2 WORKING DAY
COMMERCIAL PROPERTY MANAGEMENT OFFICE OF THE COUNTY FIRE MARSHAL (714)641-7189 ERSC 12/17/2021 MB WDID # 8 33C394523 NOTICE REQUIRED
800-423-9986 951-955-4777 E N G-2021-00103
MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL 8543 YORBA LINDA BL.,#235 CITY OF LAKE ELSINORE SHEET I
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BLUE PEAK YORBA LINDA, CA 92886
LAWS AND HAVE BEEN FOUND ACCEPTABLE QROFEssioN
ENGINEERING INC 714.281.1"
714.281.1640 FAX INDUSTRIAL WAREHOUSE 21
l a0 �z 1 NE CORNER OF PASADENA STREET
1 12-21-2021 12106/2021 -Y No.81979 m SCALE:AS SHOWN BENCH MARK: AND CENTRAL AVENUE OF SHEETS
2�n , .p_03 31/2022 DATUM..NAVD88
MON HABIB, ROE No. 83156 DATE KIMBERLY A. JOHNS RICE No. 81979 DATE sT C1V1` Q. SET 7EMPORARY BENCHMARK ON-SITE TITLE SHEET FILE No.
i
CITY ENGINEER q�OF CA�2F NESTERLYMCORNER Of THE PROPERTY.
CITY OF LAKE ELSINORE DATE: 12/2/21 ELEVATION: 1264.50'FEET 21-479
CONSTRUCTION NOTES AND QUANTITY ESTIMATE DEMOLITION NOTES AND QUANTITY ESTIMATE
LEGEND
NO. DESCRIP7ON QUANTITY UNIT
NO. DESCRIPTION QUANTITY UNIT CONCRETE
O1 CONSTRUCT 6'AC OVER 10'AB PER RECOMMENDATIONS IN THE GE07ECHNICAL REPORT. 24,089 SI• C/L CENTERLINE O BOLLARD
SAWCUi AND REMOVE EXISTING CONCRETE PAVEMENT AND DISPOSE OFF—STE. 300 SF CB I CATCH BASIN 0 LANDSCAPING
SSCO
O2 CONSTRUCT 4'AC OVER 6.5'AB PER RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 15,742 SF D CONCRETE SANITARY SEWER CLEANOUT
D DROP INLET � BUILDING PERIMETER 0
CONSTRUCT 6'CONCRETE PAVEMENT REINFORCED WITH/4 BARS AT 12'O.C.BOTH WAYS,CROSS PATTERN,
SAWCUi AND REMOVE EXISTING CURB&GUTTER AND DISPOSE OFF-97E 62 LF ECB ELECTRIC CABINET BLOCK WALL WATER VALVE
��
O 4,905 SF EVT ELECTRIC VAULT
OVER 6'AGGREGATE BASE PER RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. �3 SANCUi AND REMOVE EXISTING STAMPED CONCRETE AND DISPOSE OFF—SITE 83 SF ET ELECTRIC TRANSFORMER x x x CHAIN—LINK FENCE � FIRE HYDRANT
OCONSTRUCT 4'CONCRETE REINFORCED WITH/3 BARS MINIMUM AT 24'O.C.B07H WAYS,GROSS PATTERN, Z450 S' FG FINISHED CRADE WROUGHT IRON FENCE
OVER 6'AGGREGATE BASE PER RECOMMENDATIONS IN THE GE07ECHNICAL REPORT. FS FINISHED SURFACE a POST INDICATOR VALVE
O5 CONSTRUCT TYPE 6 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSNORE STD.DWG NO.200. 22 LF FL FLOW LINE S UNDERGROUND SEWER p SIGN
INV PIPE INVERT N UNDERGROUND WATER
O6 CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.DWG NO.201. 21 LF PL PROPERTY LINE SEWER MANHOLE
SDMH STORM DRAIN MANHOLE --1200' CONTOUR LINE
O7 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSNORE STD.DWG.NO.202. 1,259 LF
SMH SEWER MANHOLE D STORM DRAIN MANHOLE
TC TOP OF CURB
WM WATER METER DECIDUOUS TREE E BACK-FLOW PREVENTOR
OB CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.DWG.NO.203. - - VR VENT RISER
OCONSTRUCT MODIFIED TYPE 6A CURB WITH 0'CURB FACE FLUSH WITH PAVEMENT AND EXTENDED 1.0'BELOW 124 LF
PAVEMENT PER CITY OF LAKE ELSINORE STD.DWG N0.202.
10 CONSTRUCT 4'WIDE CONCRETE GUTTER PER DETAIL SHOWN ON SHEET 2. Z895 SF
„ INSTALL WHEEL STOP PER DETAIL SHOWN ON SKEET 2. 4 EA ABBREWA 110NS
,2 PROTECT EXISTING STORM DRAIN JUNCTION STRUCTURE IN PLACE,ADJUST RIM TO GRADE. - - AB AGGREGATE BASE
AC ASPHALT CONCRETE
73 INSTALL BID FILTRATION SYSTEM MODULAR WETLAND'BY BID CLEAN MODEL NO.MWS L-4-8-3,-if'-C PER ACP ASIESTOS-CEMENT PIPE
MANUFACTURER'S SPECIFICATIONS AND DETAIL ON SHEET 3 1 EA BCR BEGINNING OF CURB RETURN
BM BENCHMARK
GCONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 6 PER SPPWC S7D.PUN 615-4.(RETAINING WALLS BW BACK OF WALK
14 TO BE BUILT UNDER A SEPERATE PLAN AND PERM7). CB CATCH BASIN
CF CURB FACE
CONSTRUCT MASONRY RETAINING WALL- TYPE B-PER SPPWC STD.PLAN 618-3.SEE PROFILE SHEET 13 AND CENTERLINE
15 CONSTRUCT
(RETAINING WALLS TO BE BUILT UNDER A M'FJ?ATE PLAN AND PERMM. CI CAST IRON
CONSTRUCT 6'CHAIN LINK FENCE ON TOP OF RETAINING WALL PER CITY OF LAKE ELSINORE STD.PLAN NO. DT DIRT CLEANO
UT
16 604B AND ARCHITECTURAL SITE FLAN. 314 LF DIRTT
ECR END OF CURB RETURN
77 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER COUNTY OF RIVERSIDE STD.NO.311 O 1 EA ELEC ELECTRIC CASE B. EMH ELECTRIC MANHOLE
,8 LLBOX
INSTALL TRUNCATED DAMES.FEDERAL YELLOW,BY ADA SOLUTIONS INC 15 SF EPB ELECTRIC P EP EDGE OF PAVEMENT
19 INSTALL 24 x24'PRECAST CATCH BASIN BY OLDCASTLE PRECAST AND CATCH BA FILTER INSERT PER DETAIL 2 EX EXISTING
ON SHEET 15. FF FINISHED FLOOR
20 INSTALL 6'PVC PERFORATED PIPE. 214 LF FG FINISHED GRADE
FL FLOW LINE
FS FINISHED SURFACE
21 INSTALL SINGLE WALL HDPE STORM DRAIN.SIZE,SLOPE,AND INVERTS PER PLAN. 12'..............31 LF G GAS
6'............670 LF GB GRADE BREAK
GM GAS METER
22 CONNECT 12'HOPE STORM DRAIN 70 EXISTING 2z4'RCB PER SPPWC STD.PLAN NO.335-2-CASE 1. 1 EA INV INVERT ELEVATION
LIP LIP OF GUTTER
23 CONSTRUCT CONCRETE ENTRANCE STAIRWAY PER BUILDING PLANS - - MW MONITOR WELL
PA PLAN71NG AREA
24 INSTALL RAILING PER BUILDING PLANS - - PB PULLBOX
PI PRESSURIZED IRRIGATION
25 INSTALL TELESCOPING SLIDING GATE PER BUILDING PLANS - - R PROPERTY LINE
PROP PROPOSED
28 ROOF DRAIN POINT OF CONNEC71ON-SEE BUILDING PLANS FOR CONTINUATION. - - PVC POLYVINYL CHLORIDE
R RIDGE LINE
27 CONSTRUCT 90-RE7ENTION BASIN PER DETAIL ON SHEET 3 4,400 Si R/W RIGHT OF WAY
SO STORM DRAIN
28 INSTALL STEEL CASING THROUGH WALL FOR PARKWAY DRAIN. 2 LF SDMH DRAIN MANHOLE
SL STREET LIGHT
SS SANITARY SEWER
29 INSTALL FLO GARD-DOWNSPOUT FILTER BY'OLDCASTLE STORMWATER SOLUTIONS'OR APPROVED EQUAL 6 EA SSMH SEWER MANHOLE
S/W SIDEWALK
T TELEPHONE
® DEEPENED FOOTING PER BUILDING PLANS - - TO TOP OF CURB
31 FINAL EARTHWORK QUANTITIES PR07ECT EXISTING TRANFORMER IN PLACE _ _ Date: 6115/2D20 TF TOP of Nc
7MH TELEPHONENE MANHOLE
Project# 0756-Elsinore-Central and Pasadena Industrial Bldg. Revised: IS TRAFFIC SIGNAL
32 CONSTRUCT TRASH ENCLOSURE PER BUILDING PLANS — — ITEM aria Deem TSPB TRAFFIC SIGNAL PULL BOX
IF CUT UNIT ounNnn TW TOP OF WALL
33 REPLACE CONCRETE PAVEMENT FULL DEPTH. 293 SF Unadjusted Cut - - CY _ 3,354 IN WATER
Pavement(Onsite) 38,728 1.130 CY 1,621 WI4 WATER METER
O REPLACE STAMPED CONCRETE i0 MATCH EXISTING FULL DEPTH. 119 SF Pavement(Pasadena St.) 19,058 1.540 CY 1,087 WV WATER VALVE
PCC Pavement 5,858 0.330 CY 72 VCP VITRIFIED CLAY PIPE
35 STRIPE ACCESSIBLE PARKING STALLS PER 2014 CA MANUAL ON UNIFORM TRARC CONTROL DEVICES REVS 36 LF Sidewalk-cut 6,201 0.330 CY 76
Building 6"section-cut 51,286 0.500. CY 950
38 STRIPE INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKINGS PER 2014 CA MANUAL OF UNIFORM 2 EA
TRAFFIC CONTROL DEVICES REV.5. ITEM#1 TOTAL: 7,159 CY Cut
37 NOT USED — EA 12.OVEREXCAVATION&SUBSIDENCE UNIT QUPNTITY
Building Overexcavation Xftcut CY 608
38 NOT USED — LF Site Overexcavation Xft cut CY 287
39 CONSTRUCT SLOUGH WALL— 18'MAX HEIGHT—PER SPPWC STD.PLAN 622-3 244 SI- ITEM#2 TOTAL: 608 CY Fill
O CONSTRUCT 6'CHAIN LINK FENCE PER SPPWC STD.PLAN NO.600-3. 50 LF 3.SHRINKAGE&FILL UNIT QUANTITY
Unadjusted Fill CY 6,283
Existing Pavement-Fill CY 0
41 INSTALL TELESCOPING SLIDING GATE PER ARCHITECTURAL SITE FLAN. — — Scarify CY 0
Ex.Building-Fill CY 0
42 CONSTRUCT VARIABLE RETAINING CURB PER DETAIL ON SHEET 3 715 LF Shrinkage= % CY 134
ITEM#3 TOTAL: 6,417 CY Fill
O CONSTRUCT METAL HAND RAILING TYPE A'PER SPPWC STD PLAN NO.606-4.SEE SHEET 4 FOR DETAIL 89 LF
NET CUT(CY): 7,159
NET FILL(CY): 7,025
TOTAL REO'D EXPORT(CY): -134 CY Fill(+)/Cut(-)
ERSC 1211712021 MB ENG-2021-00103
MARK REVISIONS APPR. DATE APPROPRIATE CONDI HAVE TIONSCO EIT BEEN
OF�EVED FOR LOPMECONT COMPLIANCE
RECWTITY ANDESTATE PREPARED BY: SEAL BLUE 18543 LIBA L CA 92886 235 CITY OF LAKE ELSINORE SHEET 2
LAWS AND HAVE BEEN FOUND ACCEPTABLE oQµOFESS/p llL�L PEAK
N 714.749.3077
ENGINEERING INC,
✓py�F2 1 714.281.1640 FAX INDUSTRIAL WAREHOUSE .l'
1 �nz a NE CORNER OF PASADENA STREET
OF
l/�/_� 12-21-2021 12/06/2021 Y No.81e79 m SCALE:AS SHOWN BENCH MARK: AND CENTRAL AVENUE SHEETS
* xp.03/31/202 * DATUM:NAW88
MON HABIB, RCE No. 83156 DATE KIMBERLY A. J NSON RCE No. 81979 DATE ,rT SET 7EMPORARY BENCHMARK ON-S17E QUANTITIES LEGEND FILE No.
CITY ENGINEER 9Tf OF ICAUF��VO_ �P ltES7ERLYUCORNER OF NEAR
THE PROPERTY.
CITY OF LAKE ELSINORE DATE: 12/2/21 ELEVA7I0N: 1264.50'FEET 21-480
3
RETAINING CURB 12 BATTER
LANDSCAPE
EXISTING CMU SCREEN WALL �i SEE DETAIL ON SHEET 3 CON(XtETE i
PROTECT IN PLACE 6.88' AC/AB SIDEWALK_ 1' CONCRETE -
12M FILL 1'MAX ADA RAMP v 'v
um 5' LANDSCAPE
VARIES 1' a N
EXIST GROUND I� _
i two _ 1264
EXIST CURB _ I I ti, ---- --------- - - �r --- # HORIZONTAL
EXIST AC PAVEMENT ' -- _ 3 NTA0 4EDAC
----� ,--I ----- EXIST GROUND a b
12" J- I
1280 RETAINING CURB #3 O 24"O.C.J�
SEE DETAIL ON SHEET 3
I I
-0+05 12%00
— L—J 039 0++45 -a15 1� odoo - VARIABLE RETAINING CURB 4z
N.T.S
SECTION A-A SEC77ON E-E
SCALE:
HORIZ: 1"=5'
VERT° 1"=2.5'
EXIST GRADE-
PER PLAN
4'
CHAIN LINK FENCE-\
EXIST GROUND SLOUGH WALL COMBINABON 2' 2'
R49' PRIVATE DRIVEWAY LI\
.DO' .00' 14.00' 3.51' 4.63' p_ __ _ _ ---- - _ _ EXIST GROUND 1.8R MAXTOP SOIL
AC/AB RIBBON GUTTER- -- - AC/AB 6.�� u EXIST 6'CURB&GUTTER R-J'(Typ•) SLOPE O ADA � /
o PARKING
VARIES VARIES \Vq\,gT EXIST AC `O SPACES RETAINING WALL -- ).- 1. COA1E8 WITH AN APPROVED
f l WATERPROOFING MEMBRANE
SLOUGH WALL ---- '� �. -.�_ A
CORE DRILL FOR ,FILTER FABRIC ENVELOPE
3"P.V.C. SCH. 40 P -I MIRAFI 14ON OR EQUIVALENT.
DRAIN PIPE 2%MIN. -
',�. SECONDARY OUTLET ._ANON EXPANSIVE _
PCC CONCRETE 10'O.C. J_ GRANULAR SOIL N
04147 0+55 4'AGGREGATE BASE
SECTION B-8 5 MIN.
V i/2'��OM EGA ROCK
SCALE: °: B
ERL• 1"=25' 10 HORIZ* 1"= 4' WIDE CONCRETE GUTTER / // //
/��/��� COMPACTED FILL
SCALE 1"=1'
Ir 126811 R/W
REINFORCED CONCRETE-\ I CENTRAL VENUE
AC/AB FEEL STOP RETAINING WALL* 18�_
O'STANDARD
0"CURB 20.00' 5't 5't 4011 PAGE PRECAST CONCRETE ^
VARIES OVE R WHEELSTOP.PAINT �l REMOVE AND REPLACE EXISTING FINE GRAINED SOIL WITH
BIO-RETENTION PLANTER EXIST BLUE TO MATCH NON-EXPANSIVE GRANULAR SOIL PER GE07ECHNICAL
BOTTOM SURFACE ELEVATION= 1263.94 SIDEWALK EXIST CURB&GUTTER HANG CORRESPONDING REPORT RECOMMENDATIONS.
EXIST AC PARKING STALL Bo-STRIPING 4'PERFORATED P.V.0 SCH. 40 OR APPROVED ALTERNATIVE
AC PAWNG PLACE PERFORATIONS DOWN AND SURROUND WITH MIN. 1 CF/FF
_ CLASS 2 FILTER MATERIAL OR APPROVED ALTERNATIVE. WRAPPED
- ---- IN FILTER FABRIC SUCH AS MIRAFT 140N.
EXIST GROUND- EPDXY TO AC PAVING RETAINING WALL DRAINAGE SYSTEM
4"PVC UNDERDRAIN 0+B0 Of?TOP
CURB N.T.S.
CONSTRUCT RETAINING WALLS
SECTION C-C PER MFG. PER SEPERATE PLAN&PERMIT.SPECIFlCA71ONS
SCALE: *CONSTRUCT RETAINING WALLS
HORIZ: 1"=5' PER SEPERATE PLAN&PERMIT. NOTE PROVIDE NEW
VERT., 1"=2.5' WHEELSTOPS AS INDICATED R/W
ON PLANS
MATURE VEGETATION
R 0WHEEL STOPS AND 2-3" MULCH
SCALE i"=1' 6" PONDING DEPTH LAYER
SURFACE EL-1263.94
CHAIN LINK FENCE TW
0" CURB 1264.96
SLOUGH WALL COWBINA17ON� PARKING / DRIVE AISLE 1264.44 1264.44
1264.44
1268 2.00'2.00' 14.00' 3.30' i7' 4.59' FS _ TG SPILLWAY IE
AC/AB RIBBON GUTTER EXIST GROUND
AC/AB I EXIST CURB&GUTTER RETAINING WALL
VARIES VARIES
___----_____ 1 VARIES 24" ENGINEERED 5' 5'
- -------- _
--------------
SLOUGH WALL - r SOIL MEDIA EXIST. S/W
_ CATCH BASIN EXIST.CURB
1284 EXIST GROUND L-_j 30 ML LINER ON i & GUTTER
SIDES ONLY
i
1
-0+05 12VOOO 0+48 0+55 -- -
SECTION D-D 3/8" TO 5/8"
SCALE: DIAMETER GRAVEL, 6" PERFORATED
HORIZ: i"=5' DEPTH = 12' PVC UNDERDRAIN 3-4" PIPES
VERT. 1"=2.5' TO CURB CORE SEE STREET
BIO-RETENTION PLANTER PLANS.
ERSC 1211712021 MB IMPROVEMENT
27 PLANS.
N.rs E N G-2021-00103
THESE PLANS HAVE BEEN MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OFDDEVELOPMENTD FOR O AND/OR ECITY AND WTH ESTATE PREPARED BY: SEAL YORBA LINDA, CA 92886 CITY OF LAKE ELSINORE SHEET 3
LAWS AND HAVE BEEN FOUND ACCEPTABLE oQµOFLSSIp BLUE PEAK n Nq4 ppp 714.749.3077
ENGINEERING, INC, 114.281.1141 FAX INDUSTRIAL WAREHOUSE .l'
NE CORNER OF PASADENA STREET
12-21-20219� 12I06/2021 Y No.aie�9 m SCALE:AS SHOWN BENCH MARK: AND CENTRAL AVENUE OF SHEETS
* xp.03/31/202 * DATUM:NAW88
MON HABIB, RCE No. 83156 DATE KIM13ERLY A. JOH ON RCE No. 81979 DATE `PqT C1viC �P SET 7EMPORARY BENCHMARK ON-SITE SECTIONS DETAILS FILE No.
THE
CITY ENGINEER FOF CAI W 1tiES7ERLYUAG CORNER OFNAILATHE PROPERTY. '
CITY 0F LAKE ELSINORE DATE: 12/2/21 ELEVATION: 1264.50'FEET 1 21-481
SITE SPECIFIC DATA INLET 11010 solids Filtered Byppaass
C/L 11-891
MODEL (01h1es) B(ODhea) CCP (GPM) O'(�M)1Y m4.0o"oR m "( INLET.
PROJECT NUMBER i2037 PROJECT NAME NEC OF PASADENA AND CENTRAL B� FGDS4A 4 14x29x7.5 0.35 30 145
AVE l£B1✓1:IL - --- - PATEN70 k".^. FGrDS6A 6 14x29x7.5 0.35 85 425
PRWECT LOCATION LAKE ELSINORE,,CA UVEM2WN PERMIFTR
TREATMENT REQUIRED MlvIf D ` AMA
�CURBING
VOLUME BASED(CF) FLOW BASED(CFS) /�. BY OTHERS DOWNSPOUT FILTER BODY.
0.100 DRAIN DOWN LINE
PEAK BYPASS REQUIRED(CF5)-1F APPLICABLE 21 U .�N t
v FILTER BASKET WITH BYPASS COLLAR.
PIPE DATA If U47ER14L DIAMETER ' 'j i
ACCESS COVER GASKET.
INLET PIPE 126258 Plc 6"
CUTLET PIPE 1260.58 PIC 12" T:
o
q
PRETREA/MEM BOFTL7RA770N DISCHARGE 4 ' ' a � --------6 g15E --------' ACCESS COVER.
RIM ELEYA17ON 1264.55 1264.55 /26455 LEFT END VIEW SURFACE LC40 PEDE57RGW OPEN PLANTER PEDESIRGW MOUACCESS COVER
NTING SCREWS.
FRAME&COVER 36"X 36" N/A i N/A 0�PPrJ
OW
WETANDMEDN VOLUME(CY) 1.97 AWE!PIPE
' �W SO4.00"OR 06.00"
ORIFICE F 52E(DAL INCHES)FOR
5 EA 00.79'PROJECT
p[AN V/EW SPOUT. �
NOTES PRf[/MINARY NOT FOR CONSIRUCTON.INOUS7RAC PROJECT
REQUIRED.
b
.4 DO.OR 08.00"
Loa OUTLET.
INSTALLATION NOTES CURB OPEN/TUG B`'r
WGETA77ON 14.00 -4
1. CONTRACTOR 70 PROVIDE ALL LABOR,EQUIPMENT,MATERIALS AND C/L �+' tIMTCH� � PLANT 7.50"
INCIDENALSREQUIREDTOOFFLOAD AND INSTALL THE SYSTEM AND 755 + ESTABLISHMENT
APPURTENANCES IN ACCORDANCE WTH TH15 DRAWNG AND THE MEW
MANUFACTURERS SP£CYF70477ONS UNLESS 07HERWISE STATED IN !GM/F7; NOTES:
MANUFACTURERS CONTRACT. PEAK HGL
2. LINT MUST BE INSTALLED ON LEVEL RISE MANUFACTURER 1. FloGard®Downspout Filler Is available to
RECOMMENDS A MINIMUM 6"LEVEL ROCK 84SE UNLESS SPECIFIED BY Row CYANma N
THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY ldSER NV •Y fit most industry standard downspouts
PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS
(See Tabulation).
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF 1E OUT - -"' 2. Filter Inserts shall have adequate bypass
CONCRETE.(PIPES CNNNOT INTRUDE BEYOND FLUSH). INVERT OF 29.00' capacity to allow downspout to Flow
OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. unimpeded at all times.
ALL PIPES SHALL BE SEALED WATER 77GHT PER MANUFACTURERS 6•�4'-0" 6' 6"�98-0" 6•
STANDARD CONNECTION DETAIL. 5'-0" -0"
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, RIGHT END VIEW 3. Filter assembly Shall be constructed from
MANHOLES AND h 4 CHES CONRACTOR TO GROAT ALL MANHOLES AND ELEVATION VIEW stainless steel(type 304).
H47CHES 70 MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
6. VEGETATION SUPPLIED AND MSTALLfO BY OTHERS ALL LINTS WITH A. Filler metlium shall be installed&
VEGUA17ON MUST SAVE DRIP OR SPRAY IRRIG00N SUPPLIED AND INTERNAL BYPASS DISCLOSURE: TREATMENT FLOW(CIS) 0.100 maintained in accordance with
INSTALLED BY OTHERS THE DESIGN AND C4PACTY OF THE PFAX CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD FT 2.9 manufacturer recommendations.
7. CONTRACTOR RESPONSIBLE FOR CONTACTING BID CLEAN FOR I )
AC77VA770M OF UNIT. MANUFACTURERS WARRANTY IS VOID WITH OUT AND APPROVED BY THE ENGINEER OF RECORD. HGL(S)AT PEAK FLOW SHALL BE pRElREATMENT LOADING ATE
(GPM/SFJ I.8
PROPER AC77VAUON BY A BID CLEAN REPRESENTATVE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. ( /) FloGardO
GENERAL NOTES WE7LW0 MEGA LDAINNG PATE cPpM sF 1.0 �� R Oldcastle
1. MANUFACTURER TO PRO WOE ALL M4TER14LS UNLESS OTHERWISE NOTED. ��yy�u���p PROPPoElARY TWO CaVNOENlAL: MWS-L-4-8-3 r-11 rr-C
2. ALI DIMENSIONS ELEVATIONS SPECIF7CATONS AND CAPACITIES ARE SUBIECT TO �]YCILAIVIA rrga mc+acur gio�Clean Downspout Filter SIOrmWatar Solutions
STORMWATER 8/OFILTRATION SYSTEM p >�w-�aa++ �"m.�o^^+�a.mos�.�+s m�..•e'^"..m^
CHANGE. FOR PROJECT SPECIFIC DRAWINGS OETNLING EXACT DIMENSIONS WEIGHTS �,J mwla rer.,�naa ww.nr ixc n"«. cnnmx.�wam
AND ACCESSORIES PLEASE CONTACT B/O CLEAN. STANDARD DETAIL "°°m
Albhm 04.00"&06.00"Sizes 'D a�
USF-0001 ASS E "JFR 2/11/09 SHE I
2"(51 mm)0 STD STL PIPE,
RAILS AND POSTS
q N . Zm 1 1 1 m aziru�' wz zoo Ow rc W cOi� CAP DETAIL ' `150
N WmawN0' m� WILL Wpm-0 cmi u¢ 'W NOTE 5 SLIP JOINTSE 18"
a,15 LL w = caw mwvo-ij wa�- cog garo Uo. E 460 mm)
JI"t 2 K�Wm rnOoj Oiz 0=momW
Z ma zQaru New�amN• ZOQ.01
NON-SHRINK GROUT EXPANSION a o 18°
LL O ¢z azomi�UwO�g a��i TOP OF WALL JOINT 480 mm)
= BQ wQ ImuaWo=�wWw]W AWN Ili EUD OF 6" 9"MIN
-~o II• N OLL 0�==W. mo m ozz wo N'NALL 150 mm) 230 mm
,c5 ,--moz o:z moa E E "MIN m
a III 4Jw LL"p'wz wo:�mN� t9oQ-a- z_E E (75 mm)
:..:. n,�il OZwO Zzi tiw�U i�¢_U Zj g o H hhF "I?zap ooLL o oW rim SECTION A—A
o�+DEWS i�m�qo y m�mI".I �- TYPE A
uJ ti o D:�-(J 0:DAWN M m QNLL.6
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g Q w I wrc10 aina wow0 w N<$ RAILS AND POSTS
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Q u (360 mm)
W (360 mm)
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sr
:� g� €p to @ g B �co v
-~ II'r , $� 3 8 • 3 Q 3 ' $� RAILS PICKLU du
ETS C
m Fea Fo Na U z 9e tza U U 2"(51 mm)m 1/2"(13 mm)m
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N— O O E
mT 6 e � mid s z o
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qg,, 4"CLEAR
t5A- - gti A� 'lO q� - m)
POSTS
APPROVED BY: .... COUNTY OF RIVERSIDE 2-1/2"(64 mm)m � SECTION C-C
7) �y STD PIPE OR
�i DATE Osoue, % r § GUTTER DEPRESSION 2(51 mm)m TYPE C
>
'- 0Y «,. EXTRA STRONG PIPE
IR F�ROF ORTAMON "r FOR CURB OPENING
GEORGE, H N,RCE nsz8 SEE CALIFORNIA BUILDING CODE
ReVISI0N8 er: APmo MITE REv.er: APaO••MITE CATCH BASIN ELEVATION FOR HANDRAIL AND OTHER REQUIREMENTS
r+ae 4 FOR HANDICAPPED ACCESSIBLE RAMPS OTHER
4 STANDARD NO.311 THAN CURB RAMPS
m e
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
METAL HAND RAILINGS 606-4
USE WITH STANDARD SPEC I I ATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEET 1 OF 3
ERSC 1211712021 MB ENG-2021-00103
MARK REVISIONS APPR. DATE APPROPRIATE CONDI HAVE BEEN TIONSCONDITIONS OFMEVED FOR LOPMECONT AND%RECWTITY ANDESTATE PREPARED BY: SEAL BLUE YORBA RIA LINDA CA BL.,#235 CITY OF LAKE ELSINORE SHEET 4
LAWS AND HAVE BEEN FOUND ACCEPTABLE oQµOFASSNO llL�L PEAK
T A �ql 114.749.3077
Jo F ENGINEERING INC INDUSTRIAL WAREHOUSE
c, ti 2 1 714.281.1640 FAX
1 NE CORNER OF PASADENA STREET 21
l/�/_� 12-21-2021 12/06/2021 Y No.61979 m SCALE:AS SHOWN BENCH MARK: AND CENTRAL AVENUE OF SHEETS
* xIT03/31/202 * DATUM:NAW88
MON HABIB, RCE No. 83156 DATE KIM13ERLY A. JOHNS q
RCE No. 81979 DATE J' SET TEMPORARY BENCHMARK ON-SITE FILE No.
CITY ENGINEER FOR-T CIVIL ��C (TBM)A MAD NAIL NEAR THE STANDARD DETAILS 21-482
CAUFO� WESTERLY CORNER OF THE PROPERTY.
CITY OF LAKE ELSINORE DATE: 12/2/21 ELEVATION: 1264.50'FEET
RIM 1267.26 '
D 24" CONC PIgE ASPHALT INV 1257.56'
CB --------- -----,68.98 � --- 2B7_--
�� TC � _INN- - 3'1 � --
67.08 ---
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W I 66.92\� w w w-.-w-w-w-w-w w-w ,-- .- w-"-"'- •-^-w-w- - -w-w w w w -w-w-.-w-w-w-w-w w w w-
TC 26 _ �� W M �Wy
67.1 _-_ 87.29 67.31 67.00 66.91 66.7 66.90 67.06 Q m
67.02 7C - 7C 7C 7C Tic TC TC 3 a
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--
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w 1 66.5 7.5 6g 5 RR Q7Fr 68 1+50 •� SCALE.• i"=10'
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FF
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' cc
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K 67.53 FS
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O 66:17 FL f GB 65.52.6"6. `� TRUNCATED.MSL ELEVATIONS ARE THE ELEVATIONS SHOWN+ 1200'
V \ MATCHLINE SEE SHEET NO. 8 '
4'CF :• 6552 ;-SEE ARCHITECTURAL SITE PLAN
"'.''•' FS ADE FOR ADA PARKING LAYOUT,
k+ I .6$11 f SPECIFICATIONS.NAGS AND ,
CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD. INSTALL TRUNCATED DOMES,FEDERAL YELLOW,BY ADA INSTALL 4-PERFORATED PVC(SCH 40)WRAPPED IN FILTER DIGALERT
CONSTRUCTION NOTES OO DWG.NO.202. 18 SOLUTIONS INC 38 FABRIC 1.1'+/-FROM TOP OF WALL FOOTING.SEE DETAIL ON
NO. DESCRIPTION CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD. CONSTRUCT CONCRETE ENTRANCE STAIRWAY PER BUILDING SHEET 3.
O8 DWG NO.203. 23 PLANS CONSTRUCT SLOUGH WALL-18'MAX HEIGHT-PER SPPWC
O �GEO7EC HNICAL REPORSTRUCT 6*AC OVER T: CONSTRUCT All PER RECOMMENDATIONS IN 10 CONSTRUCT 4'WIDE CONCRETE GUTTER PER DETAIL SHOWN ON 24 INSTALL RAILING PER BUILDING PLANS 39 STD.PLAN 622-3
O SHEET 2. O INS TELESCOPING SLIDING GATE PER ARCHITECTURAL 517E
O THHEEI GE07ECHNICAL RPORT.TRUCT 4'AC OVER S'AB PER RECOMMENDATIONS IN 11 INSTALL WHEEL STOP PER DETAIL SHOWN ON SHEET 2. O DEEPENED F0077NG PER BUILDING PLANS 41
CONSTRUCT 6'CONCRETE PAVEMENT REINFORCED WITH 14 CONSTRUCT MASONRY RETAINING WALL- TYPE B-PER 32 CONSTRUCT TRASH ENCLOSURE PER BUILDING PLANS 42 CONSTRUCT VARIABLE RETAINING CURB PER DETAIL ON SHEET 3
OBARS AT 12'O.C.807H WAYS,CROSS PATTERN,OVER 6' SPPWC STD.PLAN 618-3.SE PROFILE SHEET 13 AND 14 (
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