HomeMy WebLinkAboutPENNINGTON INDUSTRIAL PG AND EROSION CONTROL PLAN NO. 20-128-20-135-signed GENERAL NOTES 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X
OR
CUT OR FILL SLOPE IS LESS CITY OF LAKE ELSINORE
i. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES THAN TEN FEET(10'), T
, AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10). DRAINAGE
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2) y�
APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A FROM THE TOP OF CUT OR FILL SLOPES. h�o
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE 13. PROVIDE 5' WIDE BY 1'HIGH BERM R EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'
LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY HIGH.
MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG PENNIN T N INDUSTRIAL PARK 15
THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE R THE WORK THE TOP OF CUT SLOPES. �p e
SHALL BE REPAIRED OR REPLACED TO THE SA77SFACT70N OF THE GOVERNING AGENCY BY THE 15. NO OBSTRUCTION R FLOOD PLAINS R NATURAL WATER COURSES SHALL BE PERMITTED. PRECISE GRADING PLANS SrrE ADDRESS
CONTRACTOR, AT HIS EXPENSE. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE BLDG 1: 560 CHANEY STREET
2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICATIONS FOR PUBLIC WORKS A FINAL SOILS REPORT WHICH INCLUDES FOUNDA71ON REQUIREMENTS(SUBDIVISIONS)AND BLDG 2: 580 CHANEY STREET
: 670 MINTHORN STREET
p
(LATEST EDITION), AND STANDARD DRAWING OF THE 3
THE COUNTY OF RIVERSIDE. IT IS THE EXPANSIVE CHARACTERISTICS OF THE SOIL.
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR K17H THESE STANDARDS AND CODES AT ALL IZ GRADING CER77FICA77ON BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT ��� - LAKE ELSINORE, CA 92530
TIMES. BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS MINTHORN STREET OWNER/DEVELOPER FNq s> mp ��e� RNS�F
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48)HOURS PRIOR TO ISSUANCE OF BUILDING PERMITS _4 PENNINGTON INDUSTRIAL LLC 7EWESCAL F}
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124, EXTENSION 247, 18. THE SOILS INFILTRATION STUDY DATED OCTOBER 10, 2015 PREPARED BY(INLAND ENGINEERING - - - 5 c% TOLD CORPORATION, MANAGER ANYON F.C.
BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH 774URSDAY. TECHNOLOGIES INC.)DATED NOVEMBER 6, 2015, SHALL BE CONSIDERED A PART OF THIS GRADING - f 621 VIA ALONDRA, SUITE 602 CHANNEL SITE
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC PLAN AND SHALL BE IN COMPLIANCE. ADA PATH OF TRAVEL r. M CAMARILLO, CA 93012
• TO BUILDING 3 M ATIN. ROD OSHITA
MANUAL AND WATCH MANUAL AT ALL 77MES DURING CONSTRUCTION, AS APPROVED BY THE CITY 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77FICA77ON OF ' - J �_I I PHONE. 310-939-7102
ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REWIRE IMMEDIATE WORK BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH ' W 2 ENGINEER VICINITY MAP
STOPPAGE. RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WI7H RESPECT TO ADJACENT PARCEL 2 U is
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTA7IVE AT THOMAS GRID PAGE 866
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE I LU V'-, _ADA
BUILDING 2 f ct JSB&0 INC. Nor ro scALE GRID 03
THE JOB SITE, AT ALL 77MES DURING CONSTRUCTION. GIVEN, 41689 ENTERPRISE CIRCLE, STE 126
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTR TO ARRANGE FOR THE NECESSARY 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT >- - OL m j TEMECULA, CA 92590
RELOCA7ION OF ANY UTILITIES. CONTRACTOR SHALL N077FY ALL U77LITY COMPANIES INVOLVED, AT OF ANY CONSTRUCTION/GRADING. PATH OF TRAVEL 4 I PH N: DON BROOKS
LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO I I TO BUILDING 2 PHONE., 951-695-8900
21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A
CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800422-4133, AT LEAST FORTY-EIGHT SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES i _ AILS ENGINEER SOILS ENGINEER'S CERTIFICATE
(48)HOURS PRIOR TO BEGINNING WORK. OVER THIRTY FEET(30')IN VERTICAL HEIGHT. s *4W�ff
I LEIGHTON CONSULTING, INC. THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED
II I 41715 ENTERPRISE CIR. STE. 103 AND FOUND TO BE IN CONFORMANCE K17H THE RECOMMENDATIONS
7. THE CONTRACTOR SHALL BE RESPONSIBLE FR THE CLEARING OF THE PROPOSED WORK AREA 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FR ALL FILLS GREATER THAN ONE(i)FOOT. C-9 TEMECULA, CA 92590 AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL
AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, W ATTN: SIMON SAUD RECONNAISSANCE REPORT, DATED AUGUST 30, 2019, PREPARED FOR
LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. KEYED AND BENCHED INTO FIRM NATURAL SOIL FR FULL SUPPORT. PREPARATION SHALL BE �' I Z ""�o I PHONE: 951-296-0530 THIS DEVELOPMENT.
ii
& ALL UNDERGROUND FACIL177ES AND LATERALS INCLUDING BUT NOT LIM17ED TO SEWER, WATER, APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES o� Q i�
TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. moo- = a '-� I yy�ONAL ENc
THE STREET SECTION. 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGE A. UPON V III ADA PATH OF TRAVEL p�c �nON 154� �2R, 2641 10/05/2020
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, I y TO BUILDING 1
GRADING, TO DETERMINE THE EXACT SEC71ON REQUIRED. SECTION THICKNESSES SHOWN ARE FOR COLLUWAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. B. DURING ALL ROUGH GRADING I PARCEL 2641 (SIGNATURE) (RCE NO.) (DATE)
BONDING PURPOSES ONLY. AND OPERATIONS INCLUDING PRE-COMPAC7ION BENCHING AND FILLING OPERATIONS. C. DURING BUILDING 1 N�cFo P Q
10. ALL EXISTING UNDERGROUND U77LI77ES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS INSTALLA77ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. D. WHEN ANY I v TECHN 2
VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER R RECORD SHALL BE N07IFlED R ANY UNUSUAL GRADING CON0177ONS ARE ENCOUNTERED DURING CONSTRUCTION. _ �., �_ TFOE CALIFOP
NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF 'AS 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT ANOTHER I '
BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL APPROVED GROUND COVER, AT TWELVE INCHES(12') ON CENTER. SLOPE OVER FIFTEEN FEET(15) LEGAL DESCPoPTION
ACCEPTANCE OF PROJECT. IN VERTICAL HEIGHT, IN ADD177ON TO GROUND COVER, SHALL BE PLANTED K17H APPROVED TREES, L - - - - - - - - - - - - - -
11. ALL EXISTING MONUMENT4710N DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE APN: 377-160-014
KEY MAP
REPLACED TO CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE TO SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CENTER;
BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION R 774E PROJECT AND BEFORE TREES AT TWENTY FEET(20) ON CENTER, COMBINATIONS FIFTEEN FEET(15) ON CENTER. SLOPES 1"=100' THE LAND REFERRED TO HEREIN BELOW IS SI7UA7ED LAKE ELSINORE, IN THE COUNTY OF
ACCEPTANCE IS GRANTED. OVER THREE FEET(3)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGA77ON SYSTEMS K17H -gyp Ty T RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUC7ION WORK DONE WITHIN BACKFLOW PREVEN7ION DEVICES PER U.B.C. PRECISE GRADING CONS I I-lUC I ION NO I ES
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO LOT I IN BLOCK 8T OF HEALFO RIA, ASVIHON, IN THE CITY FILE
LAKE BOOK
8,ELSINORE, COUNTY
PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR EVELOPER MUST Q DESCRIPTION QUANTITY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOW BY MAP ON FILE IN BOOK 8, PAGE 378
PROVIDE THE CITY ENGINEER WITH CERTIFICATE R INSURANCE AND REQUIRED BONDING FOR PR07ECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. OF MAPS, SAN DIEGO COUNTY RECORDS.
PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE 1 3"AC OVER 6"CLASS ll BASE PER GEOIECH REPORT. 22.916 SF
THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG K17H AN APPROVED SET OF RAINY SEASON AND SHALL BE IN PLACE AT THE END R EACH DAYS WORK. 2 6"PCC PAVEMENT OVER 4"CLASS 11 BASE PER GE07ECH REPORT(SEE GE07ECH 32,275 SF BENCH MARK
IMPROVEMENT PLANS. 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. REPORT&STRUCTURAL PLANS FOR ANY REINFORCING RED). DESIGNATION: EL-35-80
13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH 774E DISTRICT NO. 8 OFFICE OF CALTRANS 29.7HE LOCA77ON AND PR07ECTION OF ALL U77LI71ES IS THE RESPONSIBILITY OF THE PERMITTEE. DESCRIP710N.' DESCRIBED BY RIVERSIDE COUNTY FROM THE INTERSEC710N OF RIVERSIDE
PLEASE MAKE REFERENCE TO THIS FACT IN THE 'GENERAL NOTES"SECTION OF THE IMPROVEMENT 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB S17E AT ALL TIME. 3 CONSTRUCT 6"CURB PER CITY R LAKE ELSINORE STD DWG NO. 202. 2,522 LF DRIVE AND LAKESHORE DRIVE SE 1.2 MI. ALONG LAKESHORE DRIVE TO
PLANS. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SIT£FROM BEGINNING TO COMPLETION OF 4 CONSTRUCT 6"CURB&GUTTER PER CITY R LAKE ELSINORE STD DWG NO. 200. 20 LF ADDRESS J17887 LAKESHORE DRIVE; 50't NW R ABOVE ADDRESS,• 32't
GRADING OPERATION. SW OF CENTER LINE OF LAKESHORE DRIVE, 7'f W OF PP/GT46349; 1'f S
5 4" THICK PCC WALKWAY(SEE SOILS REPORT FOR STRUCTURAL DETAILS AND LANDSCAPE 6,420 SF OF SURVEY MARKER POST.
GRADING NOTES 32.ALL SLOPES SHALL BE PLANTED AND IRRIGA77ON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES ARCH17ECT PLANS FOR FINISH). ELEVATION: 1264.84
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION R 6 HANDICAP ACCESS RAMP. DETAILS PER ARCHITECTS PLAN. 4 EA
CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICA7IONS AND THE LA7EST EDITION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING SAW OF BEARINGS
THE UNIFORM BUILDING CODE(U.B.C.), CHAPTER 33. ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 7 SCREEN&RETAINING WALLS PER ARCHITECTS PLAN BY SEPARATE PERMIT(SEE 233 LF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS FOR FOOTING, WALL AND DRAINAGE DETAILS). COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS 'BILL",
S17E AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL177ES RESULTING DIRECTLY "CNPP- AND "P474" NAD 83(NSRS2011)EPOCH 2O10, BEING N434437E ALONG THE
8 TUBE STEEL FENCE PER ARCHITECTURAL &STRUCTURAL PLANS. 31 LF
PRIOR TO ANY OPERATIONS. OR INDIRECTLY FROM HIS OPERATIONS WIiETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE CEN7ERLINE OF CHANEY STREET AS MEASURED BETWEEN ITS INTERSECTION WITH THE
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U7ILITY COMPANIES AND U.S.A. PLANS. 9 CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 2. Z200 SF CENTERLINE OF COLLIER AVENUE AND THE ANGLE POINT IN CHANEY STREET SOUTHERLY
ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 10 CONSTRUCT GRAVITY WALL PER DETAIL ON SHEET 3. 8 LF OF ITS INTERSECTION WITH TRELEVEN AVENUE. ALL BEARINGS SHOWN ARE GRID
34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF DIVE(1)BLUE TOP PER FINISHED PAD, BEARINGS
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR
PRIOR TO ROUGH GRADE APPROVAL. 11 TRASH ENCLOSURE PER ARCHITECTS PLAN. 3 EA
(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. SOURCE OF TOPOCPAPW
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY 35.APPROXIMATE DATE OF. BEGINNING OPERATION: 1110112020 COMPLETION: 0810112021 12 STAIRS AND HANDRAILS PER ARCHITECTS PLANS. PER PLAN INLAND AERIAL SURVEYS, INC.
ENGINEER. 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE 13 4" THICK PCC LANDING PAD& WALKWAY AT MAN DOOR PER ARCHITECTS PLAN. 317 SF FLIGHT DATE 11-01-18, CONTOUR INTERVAL = 1 FOOT
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE INCHES(3') WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3') OF FINISH 14 LIGHT PER ARCHITECTS PLANS. 6 EA
APPROVED, AND SHALL BE SHOWN ON THE PLAN. GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY EARTHWORK OUANTITIES
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HERKISE APPROVED BY THE SOILS ENGINEER. 15 ROOF DRAIN OUTLET TO SURFACE R CURB K17H CURB-O-LET PER PLUMBING PLAN. 6 EA EXCAVATION EMBANKMENT
APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90%RELA77VE 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION RAW VOLUMES: 13,745 310
COMPACTION OUT TO THE FINISHED SURFACE. BEFORE APPROVAL. DETENTION SYSTEM SPOILS. 376
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90.5 DENSITY AS DETERMINED BY THE MODIFIED 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE RAW SHRINKAGE(15%).- 46
OWREXAVA71ON SHRINKAGE(15R): 8,863
THREE(3)LAYER A.ST.M. D-1557-70 TEST METHOD. BUILDING DEPARTMENT. STORM DRAIN CONSTRUCTION NOTES SUBSIDENCE(0.175%). 1,352
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES) SPOILS 430
THE GRADING INSPECTOR AND APPROVED SOILS 7ES71NG AGENCY PRIOR TO THE PLACING OF FILL. PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. O DESCRIPTION QUANTITY TOTALS 14,551 10,572
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION R NPDES WDID#8 33C391470 DATE PERMIT ISSUED: 911712020 SEE STDRM DRAIN&UTILITY SHEET 6 FOR CONSIRUC770N NOTES AND OUAN7777ES
GROUND IS APPROVED BY THE SOILS ENGINEER. 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS THE ESTIMATE OF EARTHWORK QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN X"PER SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO UTILITY CONSTRUCTION NOTES CONVENIENCE R THE CONTRACTOR AND DETERMINATION R PLAN CHECK FEES. THE F
TRACTOR SHALL MAKE
FOOT FOR A MINIMUM OF THREE(3)FEET, THEN 1%(MINIMUM) TO FLOW LINE OF EARTH SWALE. REMOVAL AT OWNER'S EXPENSE. O DESCRIPTION QUANTITY BORE SUBMIT77NG A BID.HIS OWN DETERMINATION OF THE CONSTRUCTED QUANTITIES
NOTICE TO CONTRACTORS SEE STORM DRAIN&U77LITY SHEET 6 FOR CONS7RUC7I0IV NOTES AND OUAN7777ES UTILiT�ESid
ENGINEER'S NOTICE SEWER& WATER: CHARTER SPECTRUM
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE K17H GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME ELSINORE VALLEY MUNICIPAL WATER DISTRICT 7337 CENTRAL AVE
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI7ONS DURING THE COURSE OF CONSTRUC7ION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- 31315 CHANEY STREET RIVERSIDE CA 92504
THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUC7ION CONTRACTOR FURTHER AGREES TO 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI7E CONDITIONS LAKE ELSINORE, CA 92530 PHONE. (951) 406-1645 0
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL R ALLEGED, IN CONNECTION K17H THE PERFORMANCE OF WORK ON THIS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT PHONE. (951) 674-3146 a
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SHALL APPLY CON77N000SLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL a
DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL LIABILITY, REAL OR ELECTRIC.
NO WORK SHALL BE DONE ON THIS ALL CONTRACTORAND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA7IONS SO THAT EMPLOYEES ARE PROVIDED ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING SOUTHERN CALIFORNIA EDITON
SITE UNTIL BELOW AGENCY IS NOTIFIED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY K17H THE "OCCUPATIONAL SAFETY AND HEALTH 1351 E FRANCIS STREET
CIF INTENTION TO GRADE OR EXCAVATE. FROM THE SOLE NEGLIGENCE OF 774E OWNER 2. OR ENGINEER. SHEET INDEX
DIG ALERT R T REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS FROM SAFETY ORDERS" THE CIVIL CA 91761
ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH o
AL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS ONTARIO,PHONE. (909)-930-8591 1 TITLE SHEET n
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 2 DETAILS AND SECTIONS �
PRIVATE ENGINEERS NOTICES TO CONTRACTORS IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES GAS: 3 DETAILS AND SECTIONS
RESULTING FROM THE EXISTENCE OF UNDERGROUND UTIL177ES OR STRUCTURES NOT REPORTED OR INDICATED ON SOUTHERN CALIFORNIA GAS COMPANY 4 PGP BUILDING 1 0
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH R AVAILABLE RECORDS. PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE W17H REPORTED OR RECORD LOCATIONS. THE 155 S G STREET 5 PGP BUILDING 2 AND 3
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS THE ENGINEER ASSUMES NO LIABILITY AS TO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU7IONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SAN BERNARDINO, CA 92410 6 STORM DRAIN AND UTILITIES o
EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO71F11NG ALL SHOWN AND ANY 07HER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PHONE: (909)335-7908 7 EROSION CONTROL DETAILS
UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, 8 EROSION CONTROL PLAN a
CALL AND FOR ANY DAMAGE OR PR07EC77ON OF THESE LINES. OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TELECOMMUNICATION: N
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CROWN CASTLE
811 OF
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT(U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE 2000 CORPORATE DR
1-800-422-4133 CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION APPROVED BY THE PREPARER OF THESE PLANS. CANONSBURB, PA 15317 ENG-2020-00237 WDID # 8 33C391470 ISSUED B SS NUMBER IU Y U.S.A.2 Working Days Before You Dig NUM 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE PHONE. (888) 632-0931
WWW.CALL81I.COM ERSC MB 10.29.20 RESPONSIBLE FOR VERIFYING ALL QUAN7TIES PRIOR TO BIDDING FOR CONSTRUCTION. GRADING PERMIT NO. ENG 2020-002.37 �
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MARK REVISIONS APPR. DATE V SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 1 =
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE v,
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE B Z e�°FessroNq SEE SHEET 1
LAWS AND HAVE BEEN FOUND ACCEPTABLE o
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9 `"59-695-B�JOO BENCH MARK: SHEETS Z
11-19-2020 95'1-68 Ol Fax �" PLANS a
REMON HABIB, RCE No. 83156 DATE �� - otvI�, �� AS SHOWN ON PLANS SEE SHEET 1 FILE No. w
CITY ENGINEER v''e No.ai sz9 SCALE.�F TITLE SHEET c
CITY OF LAKE ELSINORE DONALD R. BROOKS, RCE No. 41829 DATE ov °"� DATE.- 701JO12019 20-128
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ABBREVIATION LIST LEGEND
EX EX PR EX EX
AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE
NWLY SE'LY SE'LY NE'LY SwLY ACP ASBESTOS CEMENT PIPE PP POWER POLE - - EXISTING RIGHT-OF-WAY
R/W R/W R/W RI' CE R/W ADS ADVANCED DRAINAGE SYSTEMS POC POINT OF CONNECTION
(80) (6I Wr APN ASSESSOR'S PARCEL NUMBER PR PROPOSED EXISTING PROPERTY LINE
AVE AVENUE PVC POLYVINYL CHLORIDE
100' (30) (30) THICKNESS W/2 W/2 BCR BEGIN CURB RETURN PVMT PAVEMENT -- PROPOSED BOUNDARY LINE
3/8"LIP BDRY BOUNDARY RCFC&WCD RIVERSIDE COUNTY FLOOD CONTROL
(50) 1 (30) 20• (12) (18') 20, PER PLAN TYP BLDG BUILDING & WATER CONSERVATION DISTRICT PROPOSED PROPERTY LINE
R/W DED 6'S/W i iL" BTU BOTTOM RCP REINFORCED
LEVEL LINE
(12) (38) 40' I I V I — _ BW BOTTOM OF WALL CONCRETE PIPE STREET CENTERLINE
EP VARIES 16 S/W 4' CB CATCH BASIN RET RETAINING
(6'S/W) VARIES 0'-2T 4' (t12) (t8) °- CF CURB FACE REQ'D REQUIRED EXISTING CURB&GUTTER
(13'-38) 2' TO 2 TO /%\/%\/\i/\ /\/\//\//\// C&G CURB AND GUTTER R/W RIGHT-OF-WAY
HINGE I 1•p;�-251) 2% HINGE \\//\\//\\//\\//\\/ 1 /\\j//\\//\\//\\//\\j/\\//\\//\ CL CENTERLINE SCE SOUTHERN CALIFORNIA EDISON EXISTING SIDEWALK
(2 02 �13 2@X) 1.8%2.4$ �� r �� VAAVAAVAAVAAVAA��� V��\V�VA�VA�V���VAAVAAVAAVAAVAA\VAA� CLF CHAIN LINK FENCE SD STORM DRAIN
//A��VA��AAVAAiVAA/AA/VAAVAA/VAA//VA//VA��AA��VA//��/ / /�/. CML&C CONCRETE MORTAR LINED&COATED SDMH STORM DRAIN MANHOLE EXISTING CONTOUR
CO CLEAN OUT SF SQUARE FOOT 626 PROPOSED CONTOUR
EX S/W� 11 O 7 EX 8"CURB 4 COA CONDITIONS OF APPROVAL SHT SHEET
EX AC tit NO WIDTH PER PLAN. CONIC CONCRETE SL STREET LIGHT
EX 8"'CURB AC PVMT ARIE 5 &GUTTER PVMT 2
DB DRAIN BASIN S'LY SOUTHERLY DIRECTION OF DRAINAGE
&GUTTER WIDTH PER PLAN 11 1.3R-2.4R O PCC RIBBON GUTTER DED DEDICATION SMH SEWER MANHOLE
TYPICAL SECTION TYPICAL SECTION 9 NIS PROPOSED SLOPE
D/W DRIVEWAY ST STREET
DWG DRAWING STA STATION
CHANEY STREET MINTHORN STREET EA EACH STD STANDARD PROPOSED CURB/CURB&GUTTER
E'LY EASTERLY SW?PP STORM WATER POLLUTION
STREET DESIGNATION: MAJOR ARTERIAL (MIN TI=8.5) STREET DESIGNATION: LOCAL (MIN TI=S) ECR END CURB RETURN PREVENTION PLAN S6 PROPOSED SEWER
EG EXISTING GROUND SWR SEWER
SCALE: 1" (y,): f"=4' (y� SCALE. 1"=20' (y,): 1"=4' (y) ELEV ELEVATION S/W SIDEWALK Wz PROPOSED WATER
EVMWD ELSINORE VALLEY MUNICIPAL TC TOP OF CURB
EX PR WATER DISTRICT iCE TEMPORARY CONSTRUCTION PROPOSED STORM DRAIN
EP EDGE OF PAVEMENT EASEMENT Tsw EXISTING SEWER
EX PR CL R/W R/W ESMT EASEMENT TEMP TEMPORARY
CL R1W RAT I I 20' EX EXISTING 7F TOP OF F007ING (W1z)FF FINISH FLOOR TO TOP OF GRATE PL EXISTING WATER
G FINISH GROUND TOP TOP OF PIPE EXISTING STORM DRAIN
I— 50' 6 BENCH
EX ROUND W 2%1'YP FF ELEV FH FIRE HYDRANT TRANS TRANSITION —csna2T-----
w FL FLOWLINE IS TOP OF SLOPE
w 50' 21' (30') 1 20'RA 1 15' FS FINISH SURFACE TRW TOP OF RETAINING WALL (UGE) EXISTING UNDERGROUND ELECTRICAL
20'R/W 135' DED EX 2'-3' GB GRADE BREAK TIN TOP OF WALL EXISTING STREET LIGHT
(30') I w _ GTR GUTTER TYP TYPICAL
W DED I 2%TYP 2 10, T s 12' RETAINING/SCREEN WALL HOPE HIGH DENSITY POLYETHYLENE VCP VITRIFIED CLAY PIPE EXISTING SINGLE TREE
2 ¢I o I PROTECT IN PLACE HP HIGH POINT WILY WESTERLY
e 5'BENCH = 4' x
10. �� 0 6•S/W ¢ 8, T IE INVERT ELEVATION WQMP WATER QUALITY ® ® EXISTING CATCH BASIN
�' FF ELEV I 2 is JUNCTION STRUCTURE MANAGEMENT PLAN 'd EXISTING FIRE HYDRANT
LATERAL W7R WA TER
71, 4 EX GROUND 1 1 d' FF ELEV 3' LFT LINEAR FEET X CROSSING o ❑ EXIS77NG METER/ UTILITY
SLOPE VARIES
PERPR
8"C&E / I 2 I w 2:1 MAX _ SLOPE VARIES LIP LIP OF GUTTER oMH EXIS77NG MAN HOLE
iq i 2:1 MAX LP LOW POINT
PLAN Y y 10o , ..:,.•.�.. I LS LANDSCAPE 7)# EXISTING LIGHT POLE
rl N PR 8"C&G I i I VARIES MIN MINIMUMH M ¢ ¢ UTILITY POLE
o PER SEPARATE- 1 VARIES MWS MODULAR WETLANDS SYSTEM p Cr EXIS77NG SIGNS
N PLAN 0.9'-1.4' 0.1'-0.6' NAP NOT A PART
_ I 6.6' ¢ EXISTING STREET SIGN
SLOPE VARIES I � NIL NORTHERLY
VARIES 2:1 MAX I I i \\ NIS NOT TO SCALE �1 EXISTING GATE
0.VARIES EARTHEN PR SEE SHEET 6 v \EX GROUND PKWY PARKWAY cV EXISTING VALVE
SWALE EARTHEN PL PROPERTY LINE pp
SECTION A—A SECTION B—B SWALE 4 u q EXIS77NG TRAFFIC PAINT
EXIS77NG ARROW/ T MARKERS
ENIi SLOP
SCALE:1"=20'(H.), 1"=2'(V.) SCALE:1"=20'(H.), 1"=2'(V.) a V YID EXISTING TRAFFIC PAINT
PL PL SECTION-ry ION C-C PROPOSED ASPHALT PVMT
SCALE 1"-20'(Hj, 1"-2(V) PROPOSED CONCRETE PVMT
TUBE EX
STEEL FENCE PROPOSED LANDSCAPE AREA
(ST I STEEL FENCEEX CL R/W
PR TUBE I CL R/W
STEEL FENCE
W SITE SPECIFIC DATA
t15.7' W I FRMCT Nape Bse6 c/c PATENED PER AREANEFLNUIEDPI LED
wRrw;v.InwERaRAw MNwfan LaD AREA
iT VARIES (30) EX ROUND OR"NUMBEN -- - --- - -- - -- _
10.0=1 S' 1n 2 20' PAwEcrNYE PErININcrONmnrLsrRut t"'+ C/I uaNHotE
4' 2' 3'BENCH 2'BENCH z�l 20' 5� ID
CA WN LAKE CA g 1 -
5' I O 2T TYP 02%TYP o EX GROUND 2 6'S/W mEa ME B RE'WRED
7, EX GROUND 1 gl 4,i weuw aw(CO FLOW SW(CFS) JET ) L_...
63. 6'S/W PR 6• 2• N/A au5 L_ _�
4 C&G "' yp
INEAAWK WX AWARE(F0 .a r
2' 5'BENCH PEW 6WPA55'IEDU ED(CIS)-EARRIA IRE 01
I
1.0% afni N 5'BENCH PFF DATA LE LM7DW DLAIETER
VARIES 2%MIN FF ELEV /IC,I _ -— —— I .. FF ELEV MYET PIE 1 61 Plc e" _ "..
5:1 MAX ..., / Ij FF ELEV W N --------_ ___ __ __ _ LEFT ENO VIEW
' • :.• � ., y� 12' .-�`+,'.. IN(ET PPE 1 N/A N/A N/A
VARIES 2%MIN _ ....,,•,. I j ro
3:1 MAX — sE An Es auWW , NOES
sE NOES
w LV OUTLET PEE 67.81 Pw 8" NEr PPE
ownw
EARTHEN �,I .......:........ ... PrE-IRFATTwn aOFLTRATroN aaDurtrE OurLEr PwE I/E
SWALE ;� SLOPE VARIES o ,� _ ��
cS 2:1 MAX PR 8"C&G o so R- L�lION 31 OPEN ' � PLAN WEW
PER SEPARATE
EARTHEN SLOPE VARIES o PE VARIES FRAAE&COW? xA"' OPEN PLANTER 2EA 024'
PLA N SLO VARIES
EX GROUND SWALE 2:1 MAX VARIES 2%MIN 2:1 MAX 0.1'-1.6' NtTIAHOMEDA wr.ITME ICY) 1144
EARTHEN SWALE T 1 2:1 MAX EARTHEN SWAT 10, SLOPE VARIES OVICE SIZE(DAL WOO) 02.59'EA
HEIGHT VAIRES 3:1 MAX NOTcs'PRELININeRr NOT FOR cDlslm/nray.
SECTION D—D SECTION E—E FROM 0.2-1.3' SECTION G—G 71.0
SCALE.1"-20'(H.), 1"=2'(V.) SCALE:1"-20'(H.); 1"-2(V) SECTION F—F SCALE.1"=20'(H.), 1"=2'(V.) INSTALLATION NOTES 1 00-G*S9. PUNT cSrAeCUA TON
N� x
1. CONTRACTOR TO PRONDE ALL LABOR,EOULPMENT,AUTRULS AND MfD14
SCALE.1"=20'(H.); 1"=2'(V) ADMIRALS REQUKEO TO OFF1040 AND INSTALL THE SYWY ONO C/L o AMNFKKF� CAL m
APPURTETWLCES M ACCORDANCE WITH MIS DRAWNc AND RE 72 JI M
MWUFACTURERS SPEOFrAnDNS UNLESS OMERWISE STAIM W _
MNW/fACTITS COMR.ICT. — — -- — -- — — Lk
2. 1 MUST LE WSIALLED ON L MSE MWNUFACTURG? T}
RECOMMENDS'A MINIMUM 6"LE42 ROCK BASE UNLESS SREC'EED BY ------------------ I O
THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO WRIY a
PRalru FNGWEFRS RECOMMENDED 845E SPECIFlCAw S •y;I
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EX RNM CONNECTING FLOW 1 d
NO WORK SHALL BE DONE ON THIS PINES ALL RTE5 MU5r LE FLUSH WIM INSIOE SURFACE aF a[YMAtlIL
SITE UNTIL BELOW AGENCYISNOTIFIED OUPIME(PIPESCWNNOTINTRUDE&ISCAAYOND FLusN). LRROF RISER ___________
fN/iFLOW PIPE MUST BE fZUSN WRH DISCHARGE CHAMBEF FLOIbeE OUT _________________________ _l
ALL PIPES SHN.L BE SEALED WA)ER DfAB PER NANUFACMRERS 't
OF INTENTION TO GRADE OR EXCAVATE. STavOWD CONNECIGI LErFL. I N
D I GA L 1 4 1 S CONTRACTOR RESPONSIBLE FOR INSIALCONTRACTOR
rO OF ALL R— 6"�j 25' "_ -0"
MANIIOES AND HATCHES.COMPACTOR i0 GROUT ALL MANHOLES AND 15-0 9'N o
ENTDES TO MATCH FINISHED SURFACE UNLESS SPECIFIED S WIN)SE. R/CANT END V/EW
6. WOETARON SUPPLED M AND INSTALLED BY OTHERS ALL UNITS ANO ELEVATION VIEW S
wGETAliON O HAw OPoP OR SRWY NtRMA1RM'SUPPVED AND LOW INFLOW PIPE DISCLOSURE: mEAmM FLOW(D5) ou5 0
8a5T" CT BY OINEAS. TT 5 RFOOM66WAD MAr A SUFFICENT YM VON IN FLEYAMHr BETWEEN RE OPERANNG NEAR F( IT
]. CONTRACTOR R£SP(r MN FOR C RS WAR DAD CLEAN FOR (I
ACTNAROA OF71ON A 610 CLEW WARRANTY K IVM M/iH OUT NBET AND OUTLET BE FRONDED TO ALLOW 0 SO MY RESULT
Of SEDIMENT AV
PROPER ACiNAMM'BY A BID CLEW REPRESENfA11Y£. LIE PRE-IRFA1MfM CHWAIBEF. fAEI/RE/0 a0 50 AlAY RESULT NJ BLOCKAGE PRfiRU1MENT LDADNG RAT(CPM/SF) 1.1
GENERAL NOTES AT BELOW POINT(S)WINCH.MY CAUSE UPSTREAM FLOODING. WFILWD MEON LOIOING RATE(GP.M/SF) 1.01. i
CALL 2 ALL& URm ro PRMOE ALL MAaxmS UNLESS CANONS
RE ED. LAw vrovRl�Taar Np aswo mo 1 �Da� STORMWATE-L-8- 4-4A-ON SYSTEM H
z. ALL aAENMR OZCTEaVMW�FE SPEDFLCATRAS AND cwA ACT M sITBEcr ro MWSR BIOFI4-4 IO V i
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811 or AND ACCESSORIES PLEASE CONTACT 90�N e A t2III STANDARD DETAIL
1-800-422-4133
2 Working Days Before You Dig ERSC MB 10.29.20 E] MODULAR WETLANDS UNIT o
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THESE PLANS HAVE BEEN SEAL BASIS OF BEARING: P5
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OFVD VEDLO MENT FOR OAND/ORECITIYHANDESTATE 0 OFE55p CITY OF LAKE ELSINORE SHEET 2 z
LAWS AND HAVE BEEN FOUND ACCEPTABLE R� Z �o eR Nqt SEE SHEET 1
FLANILIN' ENGINEERING SURVEYING �� O R.9P Fy Q
T SEE ..C..92 Circle No th,Sums 19e � o�P $� i PRECISE GRADING 8 z
���,�A, Temecula,Ca.9—
951-695-e90C No.41829 SCALE. BENCH MARK: PLANS OF SHEETS W
11-19-2020 951-B9 901 Fez
a
RE ON HABIB, RCE No. 83156 DATE
sr cTNT�- P� AS SHOWN ON PLANS SEE SHEET 1 FILE No.
A„� ; .�� �� la -5, 19 DETAILS AND SECTIONS
CITY ENGINEER ''F Roy`?
CITY OF LAKE ELSINORE DONALD R. BROOKS RCE No. 41829 DA77_ oP CA`7 DATE.• 111612020 PENNINGTON INDUSTRIAL PARK 20-129
._ Wy° ,.d2as FL 7 - - --- r7 YFL -- - -
7s.21
m 7C6 CF FL HP..' w 73. C .19 FL l 5 l l r
v O.SX
70.62 a 9 731 �� �y .19 FL _ _ yI
17.5'
a 2,
9' TYP 5' 9' -
a al J,
70.80 7® 73.14 TIC F-
�76 81 76.64 1 3 4 1
LEVEL SURFACE, 1"CHAMFER /
n o 1 * �(n ❑ -
I .. ..
y y y y 3 k�TIC
76.82 ( �ii.i�ii 74.96 TIC �" <
73.50 TC,6'CF o c v v .76:45-FS -
uN DRAIN 73.00 FS "CF O " M�i 3 �76.1 THERE SHALL BE Z 75.10 TC 7+,
1 THROUGH 3 6 g ^^ 7J.33 5 �?..5 TC NO LOADINGS .�
70.9 5 7 06 FS WALL 73.54FG �� EXTENDING ABOVE a �75. 'TIC 75.2 5.2
I B STAI � TC,GB O TIC - .76.OD y y 76:Oy TOP OF WALL e5 y I
o. 28 ,FG , , .• .FG WITHIN A DISTANCE a '�75 4'TC FG y D y 71.0�F`S. Fk 1t 72.78.FS. 72.74 FS p ° k o oo.00'00000.o. o 78 Ft76. r� y 7519U Fi I EQUAL TO HEIGHT y� 2 li H=JB• y I
I 8 3 FS 10 12 v Pn ° 3.6faF�GB, .P 73.42 -. PG 78$ FS OF WALL. i 7ci �-
B STAIR Lv P 1 h 78 67 F S, ip%ip 75.10 TC 74.8
.D , - h. FS O'CFp 76.45' '76.45 t �`
FS,O9CF 1 69. y'y71: 8FS .. h .1 '73. w .o7346 TC,6' ;IE176.95 y y y Z6.45 H/2+1 �� 74.96 C y,
y19LFS 72.]9^ 73B1' .73.92 73:57 7C8'CF � � 1 0" �.�i/� T75.2 FG l
73.07 f5 FIG 7
y v FS. GB 7. X 72 8 FS TC . 76.79y TC 4'PVC^ SE
7 ^ 73. w USX 05 FS,GB F$GB 73.53 TC,6-CF 76.50 TC, E �. 1.OX ETW
\ / I 7303 FS I 1. I
69.55 TOP STAIR 7 9 FS. 3 73.83 73.98 74.GO FF 74.0o FF 76.50 50 1 GRAVITY WALL 3
f8 � 7398 FS 73.98 FS 2�g 3 FS O NOT TO SCALE
711,
69.67 Iy^y ^ FS, 5 bP�
�o FSGB' �' I 73.80 7250 7�98 FS �I 5 I JJ
ly FS,GB FOB
I ^ 1 F6'3• Y 73.74 7a$?i FS 76.58 M DETAIL AHA
J p FS,GB I FS
W, 74.00 FF \ -
73.98 FS -ce �ce � � 76.65 FF
PL
BUILDING f6X 76.63 FS Z 8
75 54 .
74.00 FF o ,Z5
I ,I 0 14 TC,GB 76.57 = 4' S' 6.5' 2'
"^ 1 FS 1•
0 2 76.25 5 m -2t 72.2 BW
TC6'CF 3 1.0% ?.7 aljN MIN
I 1.4X 76•Sa I A/q 2%1 MAX -EX MASONRY
1S6 I 5 0 CF .0% a 2• /
O 74.4 RET WALL
1.57 - " 75 � 75:51 .' I
71.9E y y 71ss Fs� �G NOTE SEE ARCHITECTURAL PLAN MG8 s I N
I FS GB I, L . FOR CONSTRUCTION DETAILS OF ADA
71.92 n.00 71.761PARKING STALLS, STRIPING AND ^ 7s.23 FL EARTHEN
:FS,GB FS,GB 5 ..'...� ,� SIGNAGE. : TC6(Pei SWALE
72.06 F$GB 71.50 71.69 74 4 I 5.6
FS 71. 2 FS GB'y y TS 0°1
6RAVITY
8.97 ,71'FS X .6 I' 7. 4 oo - 76.13 WALL BETWEEN ENDSCONSTRUCT 3'HIGH GOF EX
6885 TIC- FS 71.99 FS, 72.06 I 71.6 G I 1y y F0 CF TC,6'CF
6.85 FL MASONRY RET WALL TO BLOCK EX CATCH
I 1 3
' / 72.12 I•N ko I FLOWS FROM ENTERING EXISTING BASIN INLET
169.1 BW 71.5 TW 1 FS 7M STEP I I - I N y I, y \ 75.18 ^� 6 J CATCH BASIN
68.6 TF 69.3 BW F ,Iy.':, � 75.97 76.0
I68.8 TF 7J 93 TR Fv 106 CF °
1� "CF SECTION "H°
FS TOP 7EP I 75.93 °
69.6 71.1 - 74.00 I l ICGB 5 1"=5.
TRANS PAD 2. X) FG 71 98�5 I TR R 3
I h - I
69.4 TW 71.5 TW I,
.`3.�: 69.1 BW
68.67 Tc � 68.4 se.6 TF �. ADA & ENTRY DETAIL °C°
68 00 FL - 74.00 FF
8.79 P.0 73.98 FS� y 1"=10'
_FS M 73.89 FS y.- H
1 I •M.. (GRASS AREA) FLEX PVMT. (RIGID PVMT.)
)
ADA & ENTRY DETAIL 'A' I_ 2a' 2 ' 2 '
1"-10" I I 5 BUILDING 2 FILTER FABRIC DIAM. DI M. DI AM. UNDISTURBED
71 1 G _ y BY EREENGINEER)
REQUIRED EARTH
75.0 0 FF BY ENGINEER) X
S
CLASS I OR II MATERIAL 'BEDDING(CLASS I OR II MATERIAL)
PLACED�I \ A CORDAND WITH
ACTED IN C SUITABLE =4.MIN.FOR 12"-24"PIPE
\ N I• I \ ASTM D23211N PIPE ZONE FOUNDATION =8'MIN.FOR 30"-80"PIPE
m NOTES:
7461 75.00 FF 00 \ 1.ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321'STANDARD PRACTICE FOR
`F V{/� 75.00 FF UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY
FS GB 74.98 FS n fL n L� 74.98 \ FLOW APPLICATIONS',LATEST EDITION.
75.00 FS FS 74.98 FS
70.7 M DO 74.98 2.ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM
73.99 'CF a T6
4.. .. D2321,LATEST EDITION AND THE MANUFACTURERS PUBLISHED INSTALLATION GUIDELINES.
74.74 74.83.f5 5 n FS GB 73.49�S
f$GB TOP STAIR k 74 B4 ^ 74.88 73.54 75.00 FF 3.MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE
♦. 7a'84 FS'.. O. .� .� 73.92 7C,6 74.86 FS,TOP 7498 FS BACKFILL MATERIAL,WHEN REQUIRED.SEE ASTM 02321.
I. 74.83 73.42 73.86 FSBTU
' k 4.FILTERFABRIC:AGEOTEXTILE FABRIC MAYBE USED AS SPECIFIED BYTHE ENGINEERTO i
h
i TO. 9y -FS ��� 72.6 FG' PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL NOMINAL NOMINAL TYPICAL NOMINAL TYPICAL SIDE M H W
I 'CF, 71.6_ 72b FG' 4 9 7.9X 7 47 k MATERIAL. Y
- - y y y - - .... ...' y y 73.2. 74 82„ h ,. V v].+ \ 3 5 DIAMETER O.D. SPACINGS' SPACING"C" WALL (NON-TRAFFIC) (TRAFFIC)
y y FG 1 X �•' `A II 5.FOUNDATION:WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE 12' 14.5' 11" 25.5" 8" 5m 5 m
D v TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED SOOmm 38Bmm 279mm B25 203mm 305mm 305mm 5:
71,4 D 73:99 TC,B'CF o, 2 k 5 8' t5' 29.0" 8" 12" 12- m
' 71.96dFS k>. ft. ° zl N1 74.02 fp rµ5.2X- 73.89 FSO GF off. BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE 3I5mm 457mm 292mm ]3]mm 203mm 305mm 305mm
FS 1I O 1.1 72.50 F$ d Yi\,/ D O 0 O 0 O O O O O __'1 TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 18" 21" 17.0' 38.0" 9" 12" 12' O
y j TM STAIR nj B STAIR FS,GB 0 O 0 O.0 0 0 0 0 0 O 000 d 74B1 MEW 450mm 533mm a32mm 965mm 229mm 305mm 305mm
_ 6.BEDDING:SUITABLE MATERIAL SHALL BE CLASS I OR II.THE CONTRACTOR SHALL PROVIDE 1 41 1 1 1 O
l 73.11 E$ DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY SIM- 711mm 3%. f054mm 254mm 305mm 305mm C
.34 TC 72.14 4.9X 73.95 ' 73.78 T THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4'(100mm)FOR 4'-24-(100mm-600mm); 1 1' 1' 1
8"(150mm)FOR 30"-6P(750mm-1500mm). 75(1- 914mm 457mm 1346mm 457mm 305mm 305mm
TO 1CGB 7� 2 TC6 CF O a
' Q 6k� 3fi" 42" 22" fi3.0" 18" 12" 12'
TIC
3 DRAIN 2 FS 7.INITIAL BACKFILL:SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE E%TENDING "mm O.67mm 559mm e00mm ISImm 305mm 305mm ^y
NO WORK SHALL BE DONE ON IRIS I 7O Fla"' k k """111 z4•
THROU NOT LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION
SIZE UNTIL BELOW AGENCY IS NOTIFIED ll y y J a FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN W50mm 1219mm 610mm 1828mm 457mm 305mm fi10mm
OF INTENT10N TO GRADE OR EXCAVATE. 1^ �i WALL 1^ 4T \ 3 48" 24"
i ASTM D2321,LATEST EDITION. 1200mm 1372mm 835mm 1984mm 457mm 305mm 810mm
L R T I y y 3 y 73 BT 24' 2" 24" O
DIG 1 4 1 8 MINIMUM COVER MINIMUM COVER OVERALL RETNETIONIDETENTION SYSTEMS IN NON-TRAFFIC 1500mm 02mm 610mm 2288mm 457mm 305mm 810mm O
+ I 33.57 APPLICATIONS(GRASS OR LANDSCAPE AREAS)IS 12'FROM TOP OF PIPE TO GROUND SURFACE. ry
n f ® ® I MITIC DDITIONAL COVER NIMUM COVER S12AUP TO 3V DIAMETER PIPE AND 24-OF COVER FOR TRAFFICY BE REQUIRED TO PREVENT FLOATATION.FOR 0"DAMETER PIPE,APPLICATIONS, -CLASS I BACKFILL REQUIRED AROUND 80 DIAMETER FITTINGS. C
L52 C TC 7113 1?7 T OM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID
6. FL I 7 88.. .i . 70.97 TO ... 5 y' 9 r3$2 73.51 TIC oN-asLemoN srsrn DE D
lJ MEASURED FROM
PAVEMENT.
. DRAMNO 5 INTENDED TO DEPICT THE"CdIEN15 AS RO UESIED IDS�144�NDT PEAMµRMnED INY FNDG�INEFPoG6'O TNIS
R DESGN �v. GENE�L�C Rewweo ev
SERdIOES FOR THS PRDIECE NOR INS IDS NDEPENOENRT VEftFEO THE NFORW.TKRI SUPRIEO. E INSFKUTON DEEA45 R61Rf17
RET1 DETM 9E�DN-p�oN0-RECOMM.1-KNS µ5 THE NOTGNECEK4FlNEE�RSR MESS�RD.IECT. THE DESIGN ENGINEER SIWL I1!,•.,•,',!,��!,•.,',
CALL • ETO WNSTM MN.B 54 10 ENSURE E�DE TMS ( -aaTDB) 177u 7 ;�L� 71� oHiDamS ry
ADA & ENTRY DETAIL B NRDN4 =AE DR M•,REDDIREENs IND m E NK/
811 OF OE N 5 PROVIDED HEREIN ORE ACCEP IM FOR THB PROIEC. SfD-702
1-800-422-4133 1�=10 DR WINGNDMNER /
2 Working Days Before You Dig ERsc nne>az9.zo ADS DETENTION PIPING DETAIL o
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SEAL BASIS OF BEARING: �
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF THESE PLANS HAVE BEEN VDEVEDLOPME FOR TOMPLIANC AND/ORE
CITYHANDESTATE o V GFESSO CITY OF LAKE ELSINORE SHEET ,/sue Z
LAWS AND HAVE BEEN FOUND ACCEPTABLE O 2 �oeR Nk SEE SHEET 1 w
PlF.9 � `NG'NEERING 11.1.N 1,IS-INS ~� R�� ��i PRECISE GRADING 8
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CITY ENGINEER rF Foy`
CITY OF LAKE ELSINORE DONALD R BROOKS RCE No. 41829 DATE of cn�1 DATE• 1013012019 20-132
PENNINGTON INDUSTRIAL PARK
3 I STORM DRAIN NOTES
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ICI STORM DRAIN STRUCTURES SHALL BE FINISHED TO WITHIN 1/4"OF SURROUNDING PAVEMENT GRADES. ¢wa I Q T1 0.50' BEND(TYP) IMPR(TC TRANSST R/W 4"10 C
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W.R III 1 - - -o\_ �_®- 7s� 2 COTG 095 I \ 69.55 TW -� Q
EX FH 72.78 IE 15 72 wp 770 RIM ���.,.�,� 1 _ 68.55 FS z2
SD
EX STREET LIGHT m w 66.12 IE 9 S in _ 67.72 FL - ¢ TOFF
DEEP a 4"P IE
N 31.8 LF O 1.00X o ❑772.92 IE 1 e 1 \ - - _ __ o `°' .CUTOFF WALL, 4"PVC
EX POWER POLE - N T I 2 8 a o z l I 4� a TC
? l W/(2) 45'BENDS WTR P.O.C. PER COTGQ x - 3 a - �� s
o � - 3' 4.25' 5.25' 2.83' ¢1n 71.171 3 FS BTU
PR R �. PLUMBING PLANS 76.0 RIM w 6750 FL C&G '�x 79.63 FS
--+- 72.46 IE 15 = 3 71, oD w i 14" THICK PCC BTM
N =' ❑ o w 6�LF 72.23 IE Apr 6758 Ft PKWY 5' 9.5' 4.?' o i y �.
a i i 71.75 FS TOP,TO
L W 2 1772 LF O 1 P DRAIN PKWY DRN SPILLWAY WEIR i 71.13 FS BTU
14'PKWY " O 34.48X i t '-'^�� ENTRANCE BAY
\ NOTE ALL CONCRETE SHALL BE SSPWC 560-8-3250 WITH a
o 10 - 17+29.45 j/ / G .,l ` ALL EXPOSED CORNERS ROUNDED 3/4"RADIUS. REINFORCING 71.57 FS '71.69 FS • 71.76 FS
p
�0410 7d54 TG ii ❑2 141.92 LF s STEEL SHALL BE GRADE 60, 2"MIN CLEAR, 30 DIAL LAPS / - -� ° •.,
O I N O 1.25X d
(80) N BLD0 2 6s.34 IE ��r� v
r SPILLWAY PLAN I,6 FLOW CAPTURE CURB
O PR C&G 1275�00 FF E',LO LF 17+24.45 12 ( �`\ 19 1.-" <- 1'=5•
(50) 50' 00.25% A30.8'- 073.57 TG BLDG 3
BOTTOM AND
(30) 1�20' 69.33 IE 127665 1�.�,- PR
R/W �/I R� BOTTOM AND SIDEWALLS/5
(12')� If D� FLOW
FL
CURB 76 � ❑9 771.15 IE 1 Jet\v k I SIDEWALLS/5 16"OC EA WAY
{ CHANEY PKWY DRAIN, CASE A", TYPE 1 12"OC EA WAY
71.80 SURROUNDING TC STREET 70.90 LEVEL 72.00 TOP
70.85 FL PARKWAY DRAIN - 74.52 LF dry
SEE SI PLANS -- �... 2❑O 1 25% I -�_� _ PER STREET IMPROVEMENT PLAN 2"RADIUS
71.10 IE(3) 4'SO 72.50 TG f
166.67 LF 1G I TOP OF WEIR OF WALL
3 35 LF XING-7236 FL 5 O 0.25% 70.02 IE ' '76.6 FIG� C� SI, 6758 FL-
M2 68.99 BTU 18"SD e ^ 70.00 IE LJ PKK,I, I 3, 4.25' B.
1 IE
IRi 'I^ W1R P.O.C. PER 45'BEND
67.99 TOP(MIN) 10"FIRE v DRAIN 70.30
EX GTE MH PLUMBING PLANS N N68.
SEE EVMWD FILE N0. 4 COTG® n 2❑ 6750 LE VIEW DETAIL 30"3SD
} I^ I I I 41.87 LF q��'� 1' ' 1.1' 8'
85-068 FOR UTILITY SUMP PUMP PER N 1.25 LF „� 0 0.50% 1'
74.5 RIM 2 �`' FL C&G
CONNECTIONS IN PLUMBING PLANS LINE A RL 01.25% 76.0 FG❑ n `- I �TOEr 68.31 IE
-NEY STREET 63.12 IE a 19 01 LF ^ / 68.9151E 73 ' I 70.21 IE 8 MONOLITHIC BOTTOM OF SPILLWAY*67.81 4 2'yl 8"SD TO
0 2743 .-OTG- N a a 45'BEND a I Z, 1.5' WEIR MWS INLET
kY 1 N 1�CIITG
❑ ° ` 6776 FL AT R/W �� 6780 IE 8'SD BAY
CHA 2
71.0 RIM 1 74.46 RIM
45.78 LF
EX PPS `� 18 6 I`- 0 1.25X 2 10.0'AT 1.80X 5'AT 1.0% FROM MWS OUTLET
_ e 75.5 FG� �t c ( PKWY DRN 9.5'AT 32.53%
EIr 7-X SL 1 LINE C i 21 3 ❑29.93 LF a 69.81 IE ENTRANCE SPILLWAY
® ® 5 O 0.25X' 15+2J61 14 Y 6• TEE 1 NOTE., SUBGRADE MATERIAL SUPPORTING SPILLWAY SHALL BE COMPACTED TO 90X MAXIMUM DRY DENSITY.
J / ram` c,P 1273 78.00 LF 10 74.51 RIM 75.18 FS[j] 1
j� RE PR 7ECTl A NE O 0.25X j 121.77 LF 68.83 IE .69.64 IE \ TI
_ (FOR REFERENCE ONLY)SEE 5 O 0.9rw 45'BEND ,-' T_ 19 SECT ION Z 8•
FIRE ROTE TION LAN ' 1c 127,g ����� � '(75.15 _
sB'ss RIM 14 ITV Tp T/ T� i-5
_ EX C&G LINE A 14+78.83 UTILITY I CONS I I-7UC I ION NO I GS
2+02.77 9 30 T7 I�
_ 12 �n 11 LINE C 30+00.00
o 72.30 TG 72 30 TG �71 73.79 FS ❑ Q DESCRIPTION
3 N 69.291E 69.091E r`i 8
a 14 1 1273 6- - IE TEE (7 SD INLET
-- EX FH T I - LINE A ^ 69.04 IE 18" (72.35 TG) > INSTALL 6"PVC(SOR 35)SEWER L/NE. 56 LF
1 lui�a 72 95T 18 6 DETENTIONOND 10 PER DETAIL SHT 2 o� 11
111 - (70.35 IE) 2 INSTALL SE14£R CLEANOUT PER RCTD STD. NO. 603. 3 EA
EX SKI?MHO►..II. 68.59 IE 10,153 CF VOLUME REQUIRED GRAVITY 3 /NSTALL 2-1/2"SCHEDULE 80 PVC WATER. 163 LF �PIAN �
(69.25 RIM) 19.89 LF 10,463 OF VOLUME PROVIDED WALL II
-1271 - PER PGP 4 INSTALL 2'BACKFLOW PREVENTION ASSEMBLY PER EVMWD STD DWG NO. W-21B. 4 EA O
14 24'STORM DRAIN PIPES -
0 33.17X ( )
2 ?9.98 LF
SERVICE CONNECTION 69.3 RIM -W7R P.O.C. PERBLDG 0 3'-5 1/2"C.C. SPACING 4 0 0.25X FINISH GRADE _
&LATERAL PER 61.99 IE PLUMBING PLANS SUMP PUMP PERRunn - p p
SEPARATE EVMWD I� 3 2 LF 1274.00 PLUMBING PLANS 20+32.98 LINE A 13+95.06 EX STORM DRAIN CONSTRUCTION NOTES
PLANS W 4 68.31 IE 8'IN LINE A if 72.30 TG LINE B 73.55 FSLINE 8
DETENTIONUI p °N
PCC
I 68.79 IE ❑8 t & WATER INSTALL/CONSTRUCT: -{, =.,,��,\\' a
III 4i W 72.31 RIMS/FG 68.71 /E TEE o 560-8-3250
345.27 LF QUALITY ,\\\
I� 17 MW5 UNIT 29.5 LF 00.00X 3 O O.IOX 7❑ 13+45.27 69.21 IE 12'
W/(1) 90'SWEEP❑ 10+62.96❑8 ❑ 14 73.87 RIM- ,a CHAMBERS 1 4-INCH SCHD 40 PVC. 10 LF o a
11+62.96 g 68.56 IE N s� 2 6-INCH ADS N-12 WT IB OR EQUAL HOPE STORM DRAIN. 351 LF NO. 3 BACKING(1 lb: _
67.81 IE 8"OUT 68.37 IE 30' 12+62.96 ( ) 10"
1:0 '� 12.2 LF 68.47 IE 30' _ 68.57 IE 30' 473' rock doss)RIPRAP Y
❑3 10+0 F0 7 6" 69.47 IE 6' 135.0' 74.34�RI 3 8-INCH SCHD 40 PVC STORM DRAIN WITH SWEEPS PER PLAN. 42 LF
B>a OO.00XLJ 69.57 IE 6" 18 6 68.70 IE 14 \�S Y s>
W/(2) 68.31 /E 273- 7274 �.,� 4 12-INCH ADS N-12 WT IB(OR EQUAL)HOPE STORM DRAIN. 109 LF 2'
� I 2
J _
I OUTLET - � 4.0 LF❑ �� � ` - 5 18-INCH ADS N-12 WT IB(OR EQUAL)HOPE STORM DRAIN. 402 LF m
II 90'SWEEPS ��
Q 1 19 13+11.61 PCC o
4.0 LF 72.00 TG 6 24-INCH ADS N-12 WT IB OR EQUAL HOPE STORM DRAIN. Z506 LF 560-B-3250
n - = STRUCTURE 05.25X 05/5XE] o S. g 68.62 1E 8 I ( )
69.78 IE 45•BEND -
"P EX OVERHEAD ELEC PKWY DRAINS 72.00 TG 72.68' 114• - 7 30-INCH ADS N-12 WT IB(OR EQUAL)HOPE STORM DRAIN. 342 LF _ ° °GRAD
r LI05 10
SEE SI PLANS 69.58 IE 9 69.68 T G - ] ° ° o
Q U
_ _ _ - - - - 8 ADS N-12 WT IB(OR EQUAL)HOPE FITTING PER PLAN AND AS REQUIRED. 33 EA ,\\\
SI D WORK SHALL BE DONE ONI - J S \ \ v
SITE UNTIL BELOW AGENCY IS NO71 -�� EX FIBER OPTIC I o o 0 9 NYLOPLAST 12-INCH DRAIN BASIN WITH 12-INCH STANDARD GRATE(OR EQUAL). 6 EA
INTENTION TO GRADE OR EXCAVATE. - EX 12'PVC WIR - \\ 9' D=6' 9'° \\
o N
GipG� JJ7�" - -- 10 NriOPLAST 12-INCH DRAIN BASIN WITH H2O 2'X2'ROAD&HWY GRATE. i EA
D I GAL R EX 12" VCP SWR S -_ p 12• ° o
EX 6"GAS 00 p6 ¢L�h { I E 11 NYLOPLAST 24-INCH DRAIN BASIN WITH 2 FT X 2 FT STEEL BAR GRATE(OR EQUAL). 3 EA N
3 ` 13 NYLOPLAST 24-INCH DRAIN BASIN WITH 24-INCH H20 SOLID ROUND BOLTED DOKW COVER(OR EQUAL). 1 EA
EX ELEC
I II i? NYLOPLAST 24-INCH DRAIN BASIN WITH 24-INCH PEDESTRIAN GRATE(OR EQUAL). 2 EAE:I
14 NriOPLAST 30-INCH GRAIN BASIN WITH 30-INCH H2O SOLID ROUND BOLTED DOWN COVER(OR EQUAL). 3 EA CALL 1 �EX C&G 15 CONCRETE HEADWALL PER DETAIL ON SHEET 6. 2 EA
I 16 FLOW CAPTURE CURB PER DETAIL ON SHEET 6. 1 EA a
811 OF 17 BIOCLEAN MKS UNIT PER PLAN AND DETAIL ON SHEET 2. 1 EA
1-800-422-4133 GRAPHIC SCALE CONCRETE HEAD WALL ;
18 ADS OR APPROVED EQUAL DETENTION SYSTEM PER DETAIL ON SHEET 2 AND STORM DRAIN N07E 6 ON SHEET 6. 1 EA 15
2 Working Days Before You Dig ERSC MB 10.29.20 NTs o
7 44
WWW.CALL81l.COM 40' 0 40' 80, 120' 19 REINFORCED CONCRETE OUTLET STRUCTURE PER DETAIL ON SHEET 6. 1 EA
J�
SEAL BASIS OF BEARING: P5
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OFTHESE PLANS HAVE BEEN VD VEDLOPMENT FOR OAND/ORECITIYHANDESTATE ocesso CITY OF LAKE ELSINORE SHEET i
LAWS AND HAVE BEEN FOUND ACCEPTABLE O? �o eR Nqt SEE SHEET 1
FLANILING ENGINEERING SURVEYING �� �,O R.9P Fy Q
41 se9 E to p Ise No°h,9uka 19e o11 $� i PRECISE GRADING 8 z
Tem J..Ca.92e90
9s1-67901 No.al ers'" SCALE. BENCH MARK: PLANS OF SHEETS W
11-19-2020 9s1-e9 901 Fax � / a
REMON HABIB, RCE No. 83156 DATE „ ,�,-.; ��..,r-,� sr cry T�- P� AS SHOWN ON PLANS SEE SHEET 1 DR.41N AND UTILITIES FILE No.
CITY ENGINEER ''F Foy`?
CITY OF LAKE ELSINORE DONALD R BROOKS RCE No. 41829 DALE 01
C DATE.• 101JO12019 PENNINGTON INDUSTRIAL PARK 20-133
12'M/N 3" TO ATE'CRUSHED
7CRUSHED
AGGR %DITCH TO
erg" SEDIMENT
FILTER FABRIC ORIGINAL �� 7RAP/BASIN
GRADE
SECTION B-B WASH
RAC/'
DIVERSION RIDGE REQUIRED WATER SUPPLY WHOSE
WHERE GRADE EXCEEDS 2AC NOTES., / 1.N0 GRAVEL BAGS SHOULD BE USED DUE TO THEIR HIGH
1. INCORPORATE W17H A STABILIZED CONSTRUC710N A A PERMEABILITY. THE GRAVEL BAGS SHOULD BE OF WOVEN-TYPE
ROADWAY •� ENIRANCE/EXIT(SEE TC-1). GE07EX77LE FABRIC SINCE BURLAP BAGS DETERIORATE RAPIDLY.
2. CONSTRUCT ON LEVEL GROUND WHEN POSSIBLE, ON A o Z GRAVEL BAGS SHALL BE FILLED K17H 3/4" DRAIN ROCK OR
FILTER FABRIC PAD OF COARSE AGGREGATE GREATER THAN 3 IN. BUT "� g 1/4"PEA GRAVEL.
SECTION A-A SMALLER THAN 6 IN. 2. FLOW FROM A SEVERE STORM (10-YR. OR GREATER) SHOULD
3. WASH RACK (CORRUGATED STEEL PLATES) SHALL BE NOT OVERTOP 7HE CURB.
CORRUGATED DESIGNED & CONSTRUCTED/MANUFACTURED FOR J. CONSTRUCT ON GENTLY SLOPING GUTTER.
MATCH EG STEEL PANELS ANTICIPATED TRAFFIC LOADS. 4. THE GRAVEL BAG SHALL BE PLACED IN A CURVED ROW FROM
4. PROVIDE A DRAINAGE DITCH 774AT WILL CONVEY THE THE CURB AT LEAST 3 FEET INTO 7HE STREET/PAVEMENT. FOR
B RUNOFF FROM THE WASH AREA TO A SEDIMENT SUMP EARTHEN DIKE, COMPACTED AREA (GRATED) INLETS WI7H SHEET FLOW APPROACHING FROM
,� °7$;. o DEVICE THE DRAINAGE DITCH SHALL BE OF SUFFICIENT L ALL SIDES THE DIAMETER OF THE CIRCLE OF BAGS SHOULD BE
ao> oo .� GRADE, MD7K AND DEPTH TO CARRY THE WASH d=1.5 x MAX WATERPROOF SUFFICIENT NOT TO COVER ANY PART OF THE GRATE
,t� ,4 0" Z RUNOFF. - 0X ROCK DIA. SEAL, TYPICAL 5. PLACE SEVERAL LAYERS OF GRAVEL BAGS, OVERLAPPING THE
3 o � 5. REQUIRE THAT ALL EMPLOYEES, SUBCONTRACTORS, AND --1°�°-_� 6"MIN ®'�INTU D+12"MIN BAGS AND PACKING THEM 77GH7LY TOGETHER.
O W III�II=III= .
Q a o4 c o OTHERS THAT LEAVE THE SITE WITH MUD-CAKED 77RES Ill�ih 6. LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A
o aao y AND/OR UNDERCARRIAGES USE THE WASH FACILITY. L{ SLOPE DRAIN PIPE igTIgT1=1TH�l=1�p -1TI=_�=1TI=1 SPILLWAY OVERFLOW. THE TOP OF THE SPILLWAY OVERFLOW
. ° eO g• ¢ U ti1Tl=ITI=ITH I=TI- �i=i ti =iT
o 6. INSPEC7ION AND MAINTENANCE., REMOVE ACCUMULATED FILTER FABRIC it SURFACE SHALL BE NO HIGHER THAN THE TOP OF CURB AND
�2 � 24'MIN B SEDIMENT IN WASH RACK AND/OR SEDIMENT SUMP TO KEY W 6"-9"FOR FLARED END 18'MIN PREFERABLY 1 INCH BELOW 7HE TOP OF CURB.
^^� MAINTAIN SYSTEM PERFORMANCE. INSPECT ROUTINELY ENTIRE PERIMETER SECTION LTr= FLARED END 7. USE TO INHIBIT NON-STORMWATER FLOW.
50'MIN FOR DAMAGE AND REPAIR AS NEEDED. L1LLL1i SECTION -BACK OF S/W A B. IN AREAS OF HIGH CLAY AND SILTS USE FILTER FABRIC AND
SECTION A - A RIP RAP iilLp SECURELY GRAVEL AS ADDITIONAL FILTER MEDIA ON 7HE OUTER
NOTES. ( 11-111� ANCHORED GRAVEL CATCH BASIN PERIMETER, CONSTRUCT GRAVEL BAGS IN ACCORDANCE WI7H
Ti=_l
PLAN TIRE WASH A�TC-3 pIPE DIAMETER DISCHARGE LENGTH D50 MIN TO SLOPE BAGS SE-6, GRAVEL BAG BERMS.
18"MIN 7IGH7LY BACK OF CURB 9. FOR BLOCK AND GRAVEL TYPE BARRIERS(SEE DRAINAGE INLET
1. THE AGGREGATE SIZE FOR CONSTRUCTION OF THE PAD SHALL NOT INCHES FFFT INCHES 4' PLACED PROTECTION TYPE 4, SE-10): PLACE TWO CONCRETE BLOCKS
BE 3-6 INCH CRUSHED STONE. 12 5 10 4 MIN ON 7HEIR SIDES PERPENDICULAR TO 7HE CURB AT EITHER END
2. THICKNESS OF STONE SHALL NOT BE LESS THAN 12 INCHES. 2. STABILIZING COVER, 12 10 13 6 OF THE INLET OPENING. THESE WILL SERVE AS SPACER BLOCKS.
USE GE07EXTILE FABRICS AS REQUIRED TO IMPROVE STABILITY WHEN NEEDED 18 10 10 6 GE01EX71LE FABRIC PLACE CONCRETE BLOCKS ON THEIR SIDES ACROSS THE FRONT
OF 7HE FOUNDA71ON IN LOCA77ONS SUBJECT TO SEEPAGE, COMPACTED FILL MIN FLOW 18 20 16 8 NOTES: OF THE INLET AND ABUTTING THE SPACER BLOCKS. 7HE
HIGH WATER TABLE OR WHEN USED WITH A 77RE WASH _ _ _ 18 30 23 12 1. OUTLET MUST BE STABILIZED WITH RIP RAP, CONCRETE OR OPENINGS IN 7HE BLOCKS SHOULD FACE OUTWARD, NOT
(TC-3). - p�u_��,W-W-W LLL 18 40 26 116 07HER TYPE OF ENERGY DISSIPATER. UPWARD. CUT A 2x4 INCH STUD THE LENGTH OF 7HE CURB
3. WIDTH OF THE PAD SHALL BE AS REQUIRED FOR ACCESS OF -�, _I=ni- =,IT=" NATURAL 24 30 16 8 2. DEBRIS RACKS ARE RECOMMENDED AT THE INLET TO INLET PLUS THE WIDTH OF THE TWO SPACER BLOCKS. PLACE
ANTICIPATED TRAFFIC BUT NOT LESS THAN 10 FEET. _i�L°' GROUND LINE THE STUD 7HR000H THE OUTER HOLE OF EACH SPACER BLOCK
-111_ 24 40 26 8 REDUCE PLUGGING. OVERFLOW
4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT NATURAL 24 50 26 12 J. SECURE INLET AND SURROUND WITH DIKES TO PREVENT TO HELP KEEP THE FRONT BLOCKS IN PLACE PLACE WIRE
LESS THAN 50 FEET. GROUND LINE 2H.IV SLOPE OR FLATTER 24 60 30 16 GULLY EROSION AND ANCHOR PIPE TO SLOPE. MESH OVER THE OUTSIDE VERTICAL FACE(OPEN ENDS) OF THE
5. LOCATE CONSTRUCTION ENTRANCES AND EXI7S TO LIMIT NOTES., 4. MAXIMUM SLOPE IS 2H:1V. \ CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED
SEDIMENT LEAVING THE SI7E AND TO PROVIDE FOR MAXIMUM 1. PROPERLY COMPACT THE SUBGRADE. NOTES: 5. DIRECT SURFACE RUNOFF TO SLOPE DRAINS M7H / THROUGH THE BLOCKS. USE CHICKEN WIRE, HARDWARE CL07H
1. BEST RESULTS ARE OBTAINED WHEN SOUND, DURABLE
UTILITY BY ALL CONSTRUCTION VEHICLES. ENTRANCE SHALL BE 2. PROVIDE POSITIVE DRAINAGE TO OUTLET. INTERCEPTOR DIKES-SWALES. SEE EC-9, EARTH K17H 1/2 INCH OPENINGS, OR FILTER FABRIC. PLACE 3/4 INCH
AND ANGULAR ROCK IS USED. A
MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING IS 3. ALL DIKES SHOULD HAVE 2H:iV IM FLATTER SIDE SLOPES, 18 2, RIP RAP APRONS ARE BEST SU17ED FOR TEMPORARY USE DIKES-SWALES. TOP OF INTERCEPTOR DIKES SHOULD BE 12 TO 1 1/3 INCH GRAVEL AGAINST THE WIRE TO THE TOP OF 7HE
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS A MINIMUM HEIGHT AND A MINIMUM TOP WIDTH L 24 IN. IN. HIGHER THAN THE TOP OF THE SLOPE DRAIN. PLAN VIEW BARRIER. INSPECTION AND MAINTENANCE., INSPECT AND CLEAN
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL ALL SWALES SHOULD HAVE 2H:iV OR FLATTER SIDE SLOPES, 18 RAPDURT CAN MINIMIZENG nN7ENANCE REQUIREMENTS.ON. GROUTED OR KIRE-77ED ROCK RIP 6. SLOPE DRAINS CAN BE PLACED ON OR BURIED BENEATH pONDING OVERFLOW SURFACE THE BARRIER AFTER EACH SIGNIFICANT STORM (1" IN 24
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR IN. MINIMUM DEPTH AND A MINIMUM BOTTOM WIDTH OF 24 IN. 3. CAREFULLY PLACE RIP RAP TO AVOID DAMAGING 7HE THE SLOPE SURFACE. HEIGHT TOP OF CURB HOURS) AND REMOVE SEDIMENT FROM BEHIND THE STRUCTURE
MAINTENANCE OF ANY MEASURES USED TO TRAP SEDIMENT. 4. RUNOFF SHOULD BE CONVEYED TO A SEDIMENT TRAPPING Z RECOMMENDED MATERIALS INCLUDE BOTH METAL AND
AFTER EVERY STORM. ANY SEDIMENT AND GRAVEL SHALL BE
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO DEVICE FILTER FABRIC. PLASTIC PIPE, EITHER CORRUGATED OR SMOOTH WALL. S/W
4. STONE 4 IN. TO 6 IN. MAY BE CAREFULLY DUMPED ONTO IMMEDIATELY REMOVED FROM THE TRAVELED WAY ROADS.
PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. 5. CONSTRUCTION ACTIVITY ON THE DIKE-SWALE SHOULD BE KEPT CONCRETE PIPE CAN ALSO BE USED.
IT
FILTER FABRIC FROM A HEIGHT NOT TO EXCEED 12 IN. ' THE REMOVED SEDIMENT SHALL BE PLACED WHERE IT CANNOT
6. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP TO A MINIMUM. 5. STONE 8 IN. TO 12 IN. MUST BE HAND PLACED ONTO 8. INSTALL SLOPE DRAINS PERPENDICULAR TO SLOPE ENTER A STORM DRAIN, STREAM, OR BE TRANSPORTED OFF
OR OTHER SUITABLE OUTLET. WHEN NECESSARY, WHEELS 6. PLACE DRAINAGE SWALES ABOVE OR BELOW, NOT ON, A CUT CONTOURS. °j�°
OR THE FILTER FABRIC MAY BE COVERED SITE
FILTER FABRIC,
SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO OR FILL SLOPE. 9. COMPACT SOIL AROUND AND UNDER ENTRANCE, OUTLET, .mow,,.., CATC
WITH 4 IN. OF GRAVEL AND THE 8 IN. TO 12 IN. ROCK ��. 10. FOR CLEARED AND GRUBBED OR GRADED AREAS USE
ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS 7. COMPACT ALL FILL MATERIAL ALONG THE PATH OF THE AND ALONG LENGTH OF PIPE BASIN °
MAY BE DUMPED FROM A HEIGHT NOT TO EXCEED 16 IN. EXCAVATED DROP INLET SEDIMENT TRAP (DRAINAGE INLET
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH DIKE-SWALE. f0. ENSURE THAT PIPE CONNEC710NS ARE WATERTIGHT.
6. STONE GREATER THAN 12 IN. SHALL ONLY BE DUMPED J
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT B. DIKE-SWALE SHOULD BE LAID AT A GRADE OF AT LEAST 1 11. FLARED END SECTION INSTALLED AT THE INLET WILL PROTECTION, TYPE 2, PER SE-10).
TRAP OR SEDIMENT BASIN(SEE TC-3). PERCENT AND NOT MORE IRON 159> ONTO FILTER FABRIC PROTECTED K17H A LAYER OF IMPROVE FLOW INTO THE SLOPE DRAIN AND PREVENT �% �� if. CONFIRM GRAVEL BAG PLACEMENT IN PAVED STREETS WITH
7. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY 9. INSPECTION AND MAINTENANCE. INSPECT FOR WASHOUTS, GRAVEL K17H A THICKNESS EQUAL TO ONE HALF THE D50 EROSION AT THE PIPE ENTRANCE. USE A FLARED END CITY TRANSPORTATION INSPECTOR.
AND THE DUMP HEIGHT LIMI7ED TO TWICE 7HE
STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF DAMAGED STABILIZA710N AND NON-STORMWATER DISCHARGES. ROCK SIZE, SECTION WITH A 6 IN. MINIMUM TOE PLATE TO HELP SECTION A - A
GRAVEL BAGS, STRAW BALES, 0R 07HER APPROVED METHODS. INSPECT CHANNEL LININGS, EMBANKMENTS AND BEDS OF DEPTH OF 7HE GRAVEL PR07EC77ON LAYER 7HICKNESS. PREVENT UNDERCUTTING. THE FLARED SECTION SHOULD
8. INSPEC710N AND MAINTENANCE MAINTAIN THE GRAVEL PAD IN DITCHES AND BERMS FOR EROSION AND ACCUMULATION OF 7. INSPECTION AND MAINTENANCE INSPECT APRON FOR SLOPE TOWARDS THE PIPE INLET.
A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING SEDIMENT. REMOVE DEBRIS AND SEDIMENT AND REPAIN LININGS DISPLACEMENT OF THE RIP RAP AND DAMAGE TO THE 12. INSPECTION AND MAINTENANCE.* INSPECT OUTLET FOR
THE CONSTRUCTION SITE. REPLACE GRAVEL MATERIAL WHEN AND EMBANKMENTS AS NEEDED. TEMPORARY CONVEYANCES UNDERLYING FABRIC. REPAIR FABRIC AND REPLACE RIP EROSION AND DOWNSTREAM SCOUR. IF ERODED, REPAIR INLET PROTECTION (SE-10)
SURFACE VOIDS ARE VISIBLE. AFTER EACH RAINFALL, INSPECT SHOULD BE REMOVED AS SOON AS THE SURROUNDING RAP THAT HAS WASHED AWAY. IF RIP RAP CONTINUES TO DAMAGE AND INSTALL ADD177ONAL ENERGY DISSIPA77ON NOT TO SCALE
WASH AWAY, CONSIDER USING LARGER MATERIAL. INSPECT MEASURES. REMOVE DEBRIS FROM INLET TO MAINTAIN
ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT DRAINAGE AREA HAS BEEN STABILIZED OR AT THE COMPLE71ON
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJEC77ONABLE OF CONSTRUCTION. FOR SCOUR BENEATH THE RIP RAP AND AROUND THE FLOWS. INSPECT PIPES FOR LEAKAGE. REPAIR LEAKS AND
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC OUTLET. REPAIR DAMAGE TO SLOPES OR UNDERLYING RESTORE DAMAGED SLOPES REMOVE BUILT UP SEDIMENT
ROADS. REMOVE ALL SEDIMENT DEPOSITED ON PAVED FILTER FABRIC IMMEDIATELY. FROM ENTRANCES AND OUTLETS AS REQUIRED.
ROADWAYS MTHIN 24 HOURS.
STABILIZED CONSTRUCTION EARTH DIKE-SWALE (EC-9) RIP RAP (EC-10) SLOPE DRAIN (EC-1 1)
ENTRANCE/EXIT (TC-1) NOT TO SCALE NOT TO SCALE NOT TO SCALE
NOT TO SCALE
A NOTE INSTALL �'� -- --- - - �
`�' P�• FIBER ROLL ALONG 6"HIGH IN _ - -- .20=__ 24" cps_____ _ 24"
i
�r PARKWAY f00'MAX -MIN.
fl' SLOPE FIBER ROLL
R LEVEL CONTOURS
� VARIES 8"MIN TYP•
III zx R/W - - - - �L 6- _ - -
�� w Q PLACE BAGS FLAT _
AND TIGHTLY 6'
P�" 2' TOGETHER 1. SET POSTS AND EXCAVATE A 6 X 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS.
FIBER ROLLS M +v w i
�H/ W 2.ATTACH THE FILTER FABRIC TO THE POSTS AND 3 BACKFILL AND COMPACT 7HE EXCAVATED EXTEND IT INTO THE TRENCH.
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�� 3/4"x 3/4" U p BAGS HIGH (12"MIN FILTER 1. POSTS FOR SILT FENCES SHALL BE NOMINAL 2"x2" WOOD W17H A MINIMUM m
VER7ICAL SPACING ��% WOOD STAKES W '� HEIGHT)STAGGER FABRIC POST LENGTH OF 4 FEET. POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET
MEASURED ALONG 7HE MAX 4'SPACING JOINTS AS SHOWN.
MAX FLOW �o / APART AND DRIVEN SECURELY INTO THE GROUND (18"MINIMUM). a
FACE OF THE SLOPE %r�i FLOW o
VARIES BETWEEN f0' �'������� �j 2. A TRENCH SHALL BE EXCAVATED 6 INCHES WIDE AND 6 INCHES DEEP n
�? ��� BACK OF CURB(TYP.) -'11=W=m=W� /W��1=ID=1L=1L�C ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THE FILTER
AND 20' ��� - - - - "'=1=11-L / d--L-1-1IL=11r a
R -=U=� Wd�-==uF FABRIC SHALL BE STAPLED TO THE POST W17H 4 STAPLES AND 12
i� INSTALL A FIBER ROLL 1W �/mid z INCHES OF THE FABRIC SHALL EXTEND INTO 7HE TRENCH. 'a
No WORK BELOW Ae AGENCY
ON THIS `` NEAR SLOPE WHERE ENTRENCHMENT PLAN T a� 3. THE FABRIC SHALL BE NOT LESS THAN 24 INCHES AND NOT MORE THAN
OF INTENTION TOOR EXCAVATE- �� IT 7RANS177ONS INTO ELEVATION (SE-4� '�� 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL N
T���� A STEEPER SLOPE NOTES., NOT BE STAPLED TO EXIS77NG TREES. THE TRENCH SHALL BE BACKFlLLED o
1 1. CONFIRM GRAVEL BAG PLACEMENT IN PAVED STREETS W17H CITY EXTENSION OF FABRIC AND AND 7HE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC.
TRANSPORTATION INSPECTOR. WIRE INTO THE TRENCH
0
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CITY ENGINEER ��` / � t �9F �Fo�` ��`�
CITY OF LAKE ELSINORE DONALD R. BROOKS RCE No. 47829 DATE �` °"` DATE.* 101JO12019 PENNINGTON INDUSTRIAL PARK 20-134
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LAKE ELSINORE, CA 92531 -
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EROSION CONTROL NOTES 11 e _ i
1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 4� IIo1 9 i 6 / EX WALL EROSION CONTROL CONSTRUCTION NOTES
772, 1237, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S), AND STANDARDS OUTLINED O
WITHIN THE LAKE ELSINORE DESIGN MANUAL 1" I �' — I I ��
?. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 1 INSTALL STABILIZED CONSTRUCTION ENTRANCE, PER BMP TC-1. INSTALL TIRE WASH,
J. IN CASE OF EMERGENCY, CALL ROD OSHITA (OWNER REPREENTARVE/DEVELOPER)AT(310) 939-7102 I �I a / � t ASRFREQUENTLY S BMP TC-2, IF RNECESSARYT O PREVENT TRACKING OF SEDIMENTS ONTO PUBLIC
TRACTOR SHALL SWEEP STREETS CON77NUOUSLY R
4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED, MOVED OR MODIFIED WITHOUT THE APPROVAL l 8 8 (�DO STREETS.
OF THE QUALIFIED SWIoPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE O 2 AT TIME OF SITE INITIAL GRADING, CONSTRUCT 10-YEAR 6-HOUR EVENT VOLUME
FOR GRADING OPERATIONS -- 1 � O SEDIMENT BASIN WITH 3H.1V SIDE SLOPES AS SHOWN HEREON(SEE ALSO SWPPP
5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS O-I EXHIBIT D), MAINTAIN BASIN USE UNTIL PAVING OF BASIN AREA OR UNTIL NO
NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE DJ FURTHER WET SEASON(OCT 1-MAR 1) CONSTRUCTION EXPECTED.
TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF 1 I ,® N 8 _ / DO 3 TEMPORARILY STABILIZE SLOPES GREATER THAN 5H.IV WITH HYDROSEED IF SLOPE IS
TEMPORARY AND PERMANENT SOIL STABILIZATION. J �'\ 1 727a ��s 6 y I� NOT GRADED OR CHANGED FOR MORE THAN 10 DAYS PER BMP EC-4 OR
6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY I�UZ e PERMANENTLY STABILIZE PER LANDSCAPE PLANS.
�i 3 �Itt�
OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS DURING THE STORM I a� W 1 4 e e 2 �� _rt 4 INSTALL PERIMETER SILT FENCE WITH STAKES/POSTS ON DOWNSTREAM SIDE OF FLOW
SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION �` , �2� 8 PL- �00 DIRECTION AT ALL LOCATIONS SHOWN, PER BMP SE-1. SAND BAGS MAY NOT BE
S17ES SHALL BE RE-VEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF —1 SUBSTITUTED FOR SILT FENCE.
COMPLETION. h 6 w 8 wlrg0 / �-J � �.. 5 INSTALL FIBER ROLL WITH ENTRENCHMENT AND STAKE SPACING PER BMP SE-5.
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE I 8 6 AT TIME OF SITE INITIAL GRADING, INSTALL EARTHEN DIVERSION DIKE/SWALE AT
CONCLUSION OF EACH WORKING DAY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC C III , I APPROXIMATE SUB-GRADE ELEVATIONS SHOWN EPTATI&D PLAN LOCATIONS SHOWN
� t �yPr � PER BMP EC-9 AT 0.5R MIN. SLOPE TO INTERCEPT&DIRECT RUNOFF TO&FROM
TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. 1 II� Q q g 6 SEDIMENT BASIN, MAINTAIN CONTINUOUSLY WITH SEDIMENT BASIN.
9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. �T U q - e 12'.J 6 9 8 4 7 INSTALL SLOPE DRAIN PER BMP EC-11 W/RIPRAP PER BMP EC-10.
10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE a NO -
APPROVED PLAN. r ^,,.. a i273 ALLOWED DISCHARGE 8 CHECK DAMS AT MAX 200'SPACING ON STREETSSTRUCT GRAVEL BAG BERM IN STREET AT WCUT CONSTRUCT GRAVEL BAG
AAND 100'MAX SPACING ONSTE
11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SIZE SHALL BE DESIGNED FORA
I 6 1272'8 E I 6 1271'4 FL INTO INLET PER BMP SE-4. MAINTAIN USE UNTIL FINAL STABILIZATION OF TRIBUTARY AREA.
TWENTY-FIVE(25) YEAR, SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN
® DYKE/SWAL DYKE/SWALE 6 1271 r 9 AT TIME OF INLET INSTALLATION INSTALL INLET PROTECTION BY INLET TYPE PER BMP
AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: DESILTING BASIN VOLUME BASED 8 DYKE/SWALE PROTECT ONSITE SIDE SE-10.
ON GRADIENT AND NATURE OF SOILS. B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY I t i T- l 7 r OF SILT FENCE 10 INSTALL MIN 5-FT WIDE EMERGENCY SPILLWAY USING A SANDBAG BERM TO HOLD
TEMPORARY SOIL STABILIZATION MEASURES. C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. D) P „Ip ` 9 WITH ADDED DOWN 6 MIL MIN PLASTIC SHEETING.
DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC. E) OUTLET Iyo 8 3 j SANDBAGS
CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION "Ng nn AROUND INLET
OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. I� y �d JCS 4 1 — ^ _ 1270.9 FL 6 r LEGEND
12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID F' r -
CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A DYKE/SWALEnn . DESCWTM REFERENCE sYtiIBOL
50X CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE ^ 6 127BA TOP io
NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). 4t Q�d N /7 OF BASIN 2 _ STABILIZED CONTRUCTION ENTRANCE TC-1ME
13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF If .:° 1268 FL@ 9 9 6 � STABILIZED SLOPES WITH HYDROSEED EC-4
SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE I� h DYKE/SWALE- --- - 9 3 T �S' EARTHEN DIVERSION DIKE/SWALE EC-9 TI
EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR Ij - 0 '
(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). I \ - - - _ _ RIP RAP EC-10
14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, -- 4 10 PL EX WALL _ 1270.4 TOP OF BASIN i 12 BASIN TEMPORARY SLOPE DRAIN EC-11 �
ONSITE PUBLIC DRAINS AND PIPES DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND I � OVERFLOW WEIR SILT FENCE SE-1 � 2
THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE i O y- APN: 1377 1�6d 033 ROCK/GRAVEL BAG CHECK DAM SE-4 W
IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. I _ Q
15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. / IP I B 'S P-E_J-7JS0�-7� - FIBER ROLL SE-5 a� m
16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES I I I o° SEz PUBLIC�INSTITUTI� �L -I-- INLET PROTECTION SE-10
m
YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED u "`bbb
STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING n� �__ STORM DRAIN —sme
BECOMES INEFFECTIVE. DIRECTION OF FLOW - -
a
`r THE FOLLOWING MANAGEMENT BMPs SHALL BE SHOWN(BY LEGEND SYMBOL) ON THE a
ro SITE MAP AND ALL BMP LOCATIONS SHALL BE UPDATED &DOCUMENTED ON THE
SITEE UNTIL BELOW AGENCY IS NOTIFIED N WORK SHALL BE DONE ON z SITE MAP BY THE CONTRACTOR AS LOCATIONS ARE ESTABLISHED AND CHANGED.
OF INTENTION TO GRADE OR EXCAVATE. �
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DIG E 1 d 1 SOIL STOCKPILE, LANDSCAPE STOCKPILE III SS LS N
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_ I, SEAL BASIS OF BEARING:
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OFTHESE PLANS HAVE B EEN VD REVIEWED
MENTOAND/ORECITIYHANDESTATE o �OU OFESSp CITY OF LAKE ELSINORE SHEET 8 i
LAWS AND HAVE BEEN FOUND ACCEPTABLE Z �o e�` Nq� SEE SHEET 1 Z
FLANIUIN:R ENGNEERING SURVEYING �`t S,O R 9P F.� R
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11-19-2020 ssr-ss soy Eez ii
AS SHOWN ON PLANS N
RITY E HABIB, RICE No. 83156 DATE d, � /h-5_.l� sq o'tvT�- ?.,v SEE SHEET 1 FILE No. v
CITY ENGINEER /�'/ rF Foy` �N �
CITY OF LAKE ELSINORE DONALD R. BROOKS, RCE No. 47829 DATE o` oA`7 LATE* 101JO12019 20-135
PENNINGTON INDUSTRIAL PARK