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HomeMy WebLinkAboutPM 21297 Parcel 10 Industrial Garage 18565 Minthorn As-Built GRADING NOTES LEGEND 1T OF LAKE KE ELSINORE 1. ALL WORK SHALL BE GONE IN ACCORDANCE NTH THE CITY Of LAKE ELSINORE MUNICIPAL TC INDICATES 70P OF CURB 1 'i,, /"�(� CODE; CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST FS INDICATES FINISH SURFACE EDITION OF THE UNIFORM BUILDING CODE (U.B.C.),CHAPTER 3J FL INDICATES PLOW LINE /e PE INDICATES PAD ELEVATION 2. (tir/_ PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE FF INDICATES FINISH FLOOR ELSINORE,PRIOR TO ANY OPERATIONS PM INDICATES PARCEL MAPTIN INDICATES TOP �.• U.S.A. ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. ---'__ INDICATES EXISTING WALL CONTOUR INDUSTRIAL DESIGN REVIEW 2®1 5-®1 v 3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U77UTY COMPANIES AND TF INDICATES TOP OF FOOTING �P -22- INDICATES PROPOSED CONTOUR ,/�,p� 4. THE CONTRACTOR SHAM NOTIFY THE CITY ENGINEERING RARINGDEPARTMENTOPERA AT LEAST PARCEL�P L 1® P 212 9 7 I iWEN1Y-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS � INDICATES PROPOSED 2:1 SLOPE ii��►►EEE !!!V ir. ' LL.. VV i �`• i 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED 8Y THE CITY INDICATES CMU RETAINING WALL ENGINEER. INDICATES ADA PATH OF TRAVEL ' INDICATES DA?UGH T LINE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO i VERTICAL,UNLESS Ak INDICATES PROPOSED FIRE HYDRANT €; Lil OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. SITE INDICATES CONCRETE PAVEMENT 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS �---``--- -_'" �c """ "" 07HER�MSE APPROVED, SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN CLE INDICATES CITY OF LAKE ELSINORE -�=7 INTRO ""- J�E'ET._ BOX RELA77W COMPACTION OUT TU THE FINISHED SURFACE GRADING NOTES(cont'd) � VFCIWTY MAP & FILLS SHALL BE COMPACTED THROUGHOUT TO 90X DENSITY AS DETERMINED BY THE T -- -- No scat 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE 517E FROM BEGINNING TO MODIFIED THREE(3)LAYER A.ST.M.D-1557-70 TEST METHOD. COMPLE7ON OF GRADING OPERATION. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETA7701V AND DEBRIS, SCARIFIED,AND 3 I,4 i I L F. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED f Li INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR FOR ALL SLOPES/N EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY - € Z TO THE PLACING OF FILL ? t € PA I (90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N ACCORDANCE Z WIIH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE C L1 10. ALL FlLt MATERIAL SHALL 8f CLEAN EARTH.NO FILL SHALL IE PLACED UNTIL PRO l - E SITE AAL OF HNDIBE INSPECTION. RESPONSIBLE FOR ANY DAMAGE TO£X1S71NC O E E S I t E E T 2 P pia sryse Q r PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. = R jW �W R/W R�W gi WIN 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 33, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALLFAMILIARIZE HIMSELF €{ "-' 1 O 30' 30' 30' 30' 9-PER FOOT FOR A MiNIMUM OF THREE(3)FEET, THEN 1$(MINIMUM)TO FLOW LINE OF FACILIAES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERAPONS WHE7HER OR 10' 20 go, 10' 10' 20' 10' EARTH SCALE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19 IF CUT OR FILL SLOT p \\ ! 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF DIME(1)BLUE TOP PER \ \ pNzrer PROP. 5' IS LESS THAN TEN FEET(90'),AND 2F CUT OR FILL IS GREATER THAN TEN FEET (10'). FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. ^'` \ \""�r` \" PMi9'��' SIDEWALr DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM \ �'�'�' P OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES, 35. APPROXIMATE DATE OF, iN� X Ar _ _ _ __ BEGINNING OPERATION: APRIL 2016 --_'-- -` "--- , 1=30' I L•'f-.-__J`-�.- __'_-TJ I 13. PROVIDE 5'WIDE BY P HIGH BERM OR EQUIVALENT ALONG THE 70P OF ALL FILL SLOPES COMPLETION: OCTOBER 2015 CITY OF LAKE ELSINORE(CLE) OVER 5'HIGH NO CONSTRUCTION NOTES QTY JEX�CURB EX. A EX CURSCURB EX. ACJ ' 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER CONSTRUCT 6 MIN. CONCRETE PAVEMENT OVER 95%COMPACTED NATIVE EX. CURB 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS THAN THREE INCHES(3")WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR PER SOILS ENGINEERS RECOMMENDATION 9,228 SF & GUTTER GUTTER & GUTTER & GUTTER ALONG THE TOP OF CUT SLOPES THREE FEET(3)OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. ® CONSTRUCT 6" TYPE 6A CURB PER CLE STD. N0. 202 201 LF 15. NO OBSTRUCTION OF FLOOD PLAINS OR NA7RAL WATER COURSES SHALL BE PERMITTED, 3O CONSTRUCT PERVIOUS CONCRETE PAVEMENT PER DETAIL ON SHEET 2 3,258 SF MINTHORN STREET BIRCH STREET 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN TYPICAL SEC77ON TYPICAL SECTION 16, A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING INSPECTION BEFORE APPROVAL. 4 INSTALL RIVER ROCK DISSIPATER PER DETAIL-B ON SHEET 2 1 EA N.T.S. N-T.S. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL 3& GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE O INSTALL 12" WIDE CURB PER DETAIL-C ON SHEET 2 43 LF APPROVED BY THE BUILDING DEPARTMENT. 17. GRADING CER77FICA77ON BY 7HE DEVELOPERS OWL ENGINEER AND A FINAL 6 INSTALL 12 X12 CATCH BASIN WITH 18L6 TRAFFIC RATED STEEL GRATE PER 1 EA COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND 39. THIS SITE HAS OBTAINED A NATIONAL POLLU77ON PREVENTION ELIMINA77M SYSTEM O BROOKS PRODUCT MODEL C81212 ORE UAL ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. (NPOES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER 4ID INSTALL 8" PVC DRAIN SCHEDULE 40 49 LF DISCHARGES. 18. THE SOILS/GEOLOGIC INVESTIGATION DATED APRIL 1,2015 PREPARED BY CW SOILS SHALL NOT APPLICABLE PROJECT DISTURBS LESS THAN ONE ACRE. ® INSTALL 8" DUCTILE IRON PIPE 28 LF BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. --- PERANT.k9sy9pi - 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS d CONSTRUCT CONCRETE WALK PER DETAIL-D ON SHEET 2 50 SF CERTIFICATION OF BOLDING PAD ELEVATION. WHERE SPECIFIC ELEVAIIONS ARE REQUIRED, OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS TEMPORARY IMPROVEMENTS Q INSTALL ADA TRUNCATED DOME PER DETAIL-E ON SHEET 2 18 EA THE ELEVATION(W4TH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. WIN RESPECT TO ADJACENT GROUND SURFACE/S REQUIRED, THE ACTUAL DISTANCE 10 CONSTRUCT WOMP BIORETENTION FACILITY PER DETAIL-F ON SHEET 2 300 LF - ABDtE THE ADJACENT GROUND SHALL BE OVEN• ENGINEER'S NOTICE 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE'AND COMPLETE RESPONSIBILITY 11 INSTALL 2Fi X 3FT X 6-INCH THICK GRAVEL PAD PER DETAIL-H ON SHEET 19 EA 20. AM PROPERTY CORNERS SHALL BE CLEARLY DELINEATED/N THE FIELD PRIOR T .O FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OF ALL PERSONS AND PROPERTY THIS REQUIREMENT SHAM APPLY CONTINUOUSLY 12 CONSTRUCT 24' COMMERCIAL DWY TYPE A PER CLE STD. N0. 118A 24p SF 21, STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, 13 CONSTRUCT 24' COMMERCIAL DWY TYPE 8 PER CLE STD. NO, 1188 MODIFIED 240 SF BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND INDEMNIFY AND HOLD THE OWNER AND ENGINEER HAIRLESS FROM ANY AND AL FILL SLOPES OVER THIRTY FEET(30)!N VERTICAL HEIGHT. LIABILITY,REAL OR ALLEGED,IN CONNECTION WIN THE PERFORMANCE OF WORK ON 14 CONSTRUCT 6' SIDEWALK PER CLE STD. NO. 210 1,125 SF THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER CONSTRUCT ACCESS RAMP TYPE 1 PER CLE STD. NO. 214A WI 22. A FINAL COMPAC7ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1) 75 TRUNCATED DOME 1 EA FOOT. 2. ALL UNDERGROUND U71LI77ES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC CONSTRUCT PARKWAY CULVERT TYPE A S=3 H=4 WITH C PER CLE RECORDS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE �16 STD. NO. 300A 1 EA 23, IF STEEP SLOPING TERRAIN OCCURS UPON WNCH FIM IS TO BE PLACED,IT MUST BE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS LP/ REMOVE EXISTING CURB & GUTTER 91 LF CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY PREPARATION SHAM BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO DAMAGES RESUL7ING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 1 MONOLITHIC CONCRETE CURB CUT OFF WALL PER DETAIL-G ON SHEET 2 245 LF PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED 70 BE KEYED STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS OR THOSE AND BENCHED. CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCA77ONS THE 19 RELOCATE EXISTING UTILITY 1 EA 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOMOWING STAGES CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT T74£ UTILITIES OR STRUCTURES SHOWN AND ANY 07HER FOUND AT THE SITE.iT SHALL BE ® INSTALL EROSION CONTROL (GRAVEL BAGS-2 BAGS HIGH) 50 LF THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS Of AM UTILITIES OR o. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACfFILL OF STRUCTURES CONCERNED BEFORE STARTING WORK. 1 INSTALL EROSION CONTROL SILT FENCE PER DETAIL-1 ON SHEET 3 350 LF ALLUVIAL,COLLUWAL AND TERRACED AREAS AND ANY SUBSTRUCTURES © _ b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION 3 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE INSTALL STORM DRAIN INLET PROTECTION PER DETAIL-3 ON SHEET 3 1 EA FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANCES TO THESE BENCHING AND FILLING OPERATIONS. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE NSTALL GRAVEL CONSTRUCTION ENTRY WITH STEEL SHAKER PLATE PER 1 EA PARCEL AREA c. DURING INSTALLA77ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER PLANSDETAIL-2 ON SHEET 3^ 0.91 AC NET MATERIAL 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSESONLY. % CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS. 1 EA AREA TO BE DISTURBED-0.91 AG 39,639SF d. WHEN ANY UNUSUAL GRADING CONDITONS ARE ENCOUNTERED DURING CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO ® INSTALL 6" PVC DRAIN SCHEDULE 40 24 LF ASSESSOR'S PARCEL NUMBERS BIDDING FOR CONSTRUCTION. INSTALL 16 DROP INLET PER J NS N PRECAST MODEL 1616-HDI OR EQUAL i EA 377-430-060 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WIN ROSEA ICE PLANT OR PET DETAU-I ON SHEET 2 ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12)ON CENTER.SLOPES OVER DECLARATION OF RESPONSIBLE CHARGE" © INSTALL 3" PVC DRAIN SCHEDULE 40 56 LF LEGAL DESCRIPTION FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADD17ION TO GROUND COVER,SHALL BE /HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, PARCEL 10 OF PARCEL MAP 2129Z IN THE CITY OF LAKE I PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUB SHALL BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OrTHE INSTALL TYPE B CURB OUTLET CASE II INLET(1-4 1 EA ELSINORE, COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, PIPE) PER CLE ® PLANTED AT TEN FEET(10')ON CENTER; TREES AT TWENTY FEET(20')ON CENTER; PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFLIS90NS AS SHOWN BY MAP ON FILE IN BOO(135,PAGES 57-59 COMBINATIONS FIFTEEN FEET(15)ON CENTER. SCOPES OVER THREE FEET(3)IN VERTICAL GODS. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS INSTALL 6 PVC ROUND A BASIN WI S U 1 EA OF MAPS/N THE OFFICE OF THE COUNTY RECORDER OF HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WIN BACKFLOW PREVENTION PER NOS "SPEE-D BASIN" PART $350 OR EQUAL PROJECT SPECIFIC BMP'S SAID COUNTY. DEVICES PER U.B.C. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS SOILS ENGINEER 300 LF BIORETENTION FACILITY BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES CW SOILS 4245 SF PERVIOUS CONCRETE PAVEMENT - TOPO SOURCE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED 23251 KENT COURT FIELD SURVEY BY OJI FEB.ROES TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. NOT RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSlBILIRES FOR MURRIETA,CA 92562 PROJECT DESIGN. 951-304-3935 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING APPLICANT OWNER THE RAINY SEASON AND SHALL BE/N PLACE AT THE END OF EACH DAYS WORK. HI.0 CIVIL ENGINEERING SOILS ENGINEER'S CERTICATE: f 39287 VIA CADIZ THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO FLOOD ZONE EARTHWORK QUANTITIES BBN COMMERCIAL,MC BE/N CONFORMANCE WITH 774E RECOMMENDATIONS AND SPECIFICATONS OU7LNED IN 285"OLD TOWN FRONT STREET 2& ALL WORK SHALL CONFORM TO THE GIIY AND STATE CONSTRUCTION SAFETY ORDERS MURRIETA CA 92563 THE PROPERTY IS LOCATED WITHIN THE 100 YEAR CUT. 1800 CY ROUGH ESTIMATE THE SOILS AND GEOLOGICAL R ONNAISSANQD REPORT PREPARED FOR THIS SUITE 207 (951)640-0957 .. FLOOD ZONE X AS SHOWN ON FLOOD INSURANCE FILL: D Cy FOR PERMIT PURPOSES ONLY DEVELOPCONTACT. CA 92590 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIB/UTY OF THE � RATE MAP,CITY OF LAKE ELSINORE,CALIFORNIA,R EXPORT t80Q GY CONTACT.• KELLY NE55 PERMITTEE.. "/ RIVERSIDE COUNTY.MAP NUMBER 0606362037G. 2{(.t�� s�I�/ICI /� TELEPHONE (951)265-2412 EFFECTIVE DATE AUGUST 28,2008. HAUL PERMIT AND HAUL ROUE 1S REQUIRED PRIOR 30. AN APPROVED SET OF GRADING PLANS SHAM ON 774E JOB SITE AT AM 7NE HECTOR L. CORREA DATE BAY- E- ATE TO ISSUANCE OF GRADING PERMIT ISSUANCE OPIII ISM .�� R.C.E.36306,EXP.DATE 06/30/16 5-6 gl/AIA fi I2^16 RCE NO. 63712 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE j(77�(j C ami angtr�eer�irag SAL QROFE$S/n�,- CITY OF LAKE ELSINORE SHEEIL Underground Service Alert APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE aWt5 O L.O'7< Call: TOLL FREE I Ac,S ,V€LT �� LAWS AND HAVE BEEN FOUND ACCEPTABLE MURRIETA, CA 92563 r�cg0 O,ppy PRECISE GRADING PLAN (951) 640-0957 1-800 PREPARED BY: No.36306 SCALE: BENCH MARK:. INDUSTRIAL DESIGN REVIEW 2015-01 OF 3 E.p,a/3o/ie SHEETS 422-4133 _ SEE BENCHMARK NO: D307 Date f _ * ABOVE PARCEL 10 OF PM21297 BRAD FAGRELL RC 43920 DAL. (RIVERSIDE COUNTY) FILE No. TWO WORKING DAYS BEFORE YOU DIG CITY OF TAKE ELSINORE R.C.E.RNO. 36306 Expires 6/30/i6 �OFVCAu� DATE' MAY 4, 2016 ELEVATION:5.80 TUGS NAVE) 88 TITLE SHEET i I EXISTING GRADE 4"PERVIOUS CONCRETE PL N ,.6• 30' 15' 29'± PL ' 4• 4FT X SFT /4"RADIUS BIRCH STREET BLDG. SETBACK cWi I I CONCRETE PAVEMENT 24.59' TO 24.79' t' 2' 1' 45Y PAD LANDSCAPE 0' 10' Wq LU III 4 I 12.3 125 U 8 FACE 8 L QCAL LANDSCAPE CONCRETE PAVEMENT ti J 7" % VARIES FF W I I MEET 9 I MEET X U MIN. IEX.SURFACE6"DI. ROCK-18"THICK VARIES UJ ICONCRETE CURB ( EX.SURFAC VARIES m v I 2% _ -5.5% FF - -_ 2% r5% FF NATIVU 8" OF%'OPEN-GRADED GRAVEL ___ L SUBGRADE RIVER ROCK DISSIPATER = J I - --- -- --`�'- -- 12" WIDE CURB STEP _ ------ (ASTM N0. 57 STONE OR SIMILAR) 4 5 ---�- PROP. DETAIL-B DETAIL C EX. EX. AC NOT TO SCALE EX. ST. LANDSCAPE GROUND PAVE. EX. 7" RESERVOIR LAYER CONSISTING OF 1.5" TO 3" OPEN NOT TO SCALE PAVE. GROUND GRADED STONE (ASTM NO. 2 GRADATION OR SIMILAR) 9.5^ _ SECTION A SECTION B SECTION C PERVIOUS CONCRETE PAVEMENT OO © OD Oo O 3' 3.5' 1 3' NTS NITS NTS DETAIL-A NOTE: 3"PEA GRAVEL OR NOT TO SCALE O 1.75' 7.75' ROVED U 30' 51 PERVIOUS CONCRETE PER CW O O O EO SOILS RECOMMENDATIONS LETTER 4 1 MINTHORN STREET DATED JANUARY 6, 2016 ��° A A t 9 3 6 uR FACE 20> 10' 7.5' 18' 24 6" 4' 6" O 0 O ♦10 O VEGETATION W y5 '� } } -—VEGETATION W/3" PERVIOUS CONC. ADA STALL + O hJ O CONC. DWY MULCH LA 'ti y ` BIORETEN 6 C! MULCH LAYER SECTION 5' 2 F sa N FAaun PROP. 4' EX. 9 3 n SW DA WALK PE / ROUND 3:1 MAX 4 3:1 MAX '9"E d 0 .,.t �., a I ? s wi: IMPERVIOUS 9 24 I Od 0.90" IMPERVIOUS FA IC ALONG EX. ST. }% VARIES 2%MAX-- � __--- a M O-� �- FABRIC ALONG C&G --L LINE yrx TRENCH SIDESt MONOLITHIC CONCRETE 2' �`� �PIR 0 0 o TRENCH SIDES hI WALL "• 4 EA-6' 72"GRAVEL r , _1:�X= _ J I CURB PE _ < LAYER 6" PERFORATED - J CUTOFF 2.35" 0.45' PVC DRAIN 1 �.,'.•` WALL CONCRETE E� n 4' CONCRETE WALK PART I ENGINEERED SOILS MEDIA SHALL •:T• BIORETENTION EA-6" PVC PERVIOUS DETAIL-D MONOLITHIC CONCRETE CURB CUT OFF WALL FACILITY DRAIN PIPE NOT TO SCALE n ADA TRUNCATED DOME CONSIST OF 70-80%SAND , SECTION D u 15-20%SILT& 5-10 CLAY DETAIL-G NTS NOT TO SCALE �BIORETENTION FACILITY NOT TO SCALE 49.5' DETAIL-F 30, NOT TO SCALE MINTHORN STREET �» W 20' 10' 10' 75.5' 24' PARCEL 25 5' STALL �� w EX IN ROUND PM1su157-59 IX __.`R _.._... _-- -AQ _. __ .-__-_ ---_.--_.. _._._._. .._-_._- __...___ ____-_ .__ .__. _.._ .___._ ____._- ,.._.. ......... _ O ,}T`Zr 6" THICK AASHTO C&GST. 2% -- --- - -- U - J I CURB 16++00 MINTHORN AVE. j.xi .:,T, MINTHORN STREET y3t _ - - --�J CUTOFF PERVIOUS EX. CONCRETE . 17 �8- 19 20 BIORETENTION OUND WALL 4 EA 6" i o PAVE. SWALE FOUND 1"IP TAG ILLEGIBL �;,' -- V L 5 ' �`� ( m_FACE SECTION MODIFY SW TO PROVIDE _ �m` � W M O ;,�; ®5=.0050 _ °+' o _ ���e"OPENING NO_ CONSTRUCTION NOTES CITY OF LAKE ELSINORE(CLE) QTY I RF�PM�.,2>i� - �-ti-s` - 4'CLEAR PATH - ^ 0 4 - IORETENjIQN FACILI `C `-- - ----" l2ELOCATE-8A - ,�1�j +- E ti, I v" 4- 0 $1N- 79 / _._ �I� "" O CONSTRUCT 8 MIN. CONCRETE PAVEMENT OVER 95%COMPACTED NATIVE .,. __,.__. -. _ / 'i li:: PER SOILS EN IN ERS RECOMMEN ATION I I s 5 os,F� 6 9 �� ,� s• \ 7 GRAVEL PAD 22a sF r •o r 70. G 71 src }p ,� :,vat"} DETAIL-H © CONSTRUCT 6" TYPE 6A CURB PER CLE STD. NO. 202 19201 LF /N 0.55E _ NOT TO SCALE ' _Bp' N �' ",� 8.961N - "p ' 3� CONSTRUCT PERVIOUS CONCRETE PAVEMENT PER DETAIL-A HEREON 3,258 SF '. INSTAL WQMP, ,y'.� -� -._-- -- � 3a e- h7a 5aFs �_I i asr z4 DW4" i _ ss of 4 0 - �710 Tc--- -\•. __ 7 6sT h ,�: ® INSTALL RIVER ROCK DISSIPATER PER DETAIL-B HEREON t EA PE D AIL-I .... t : %.. �P b5% �104f �__ --___ t. 7015FL. 7025T - pV Jm �n m 4 .T l� 'P T�p0T` 7d 5 A •.`.74 o, o.e rc G.54FL 3ar D:a ° I 5 INSTALL 12" WIDE CURB PER DETAIL-C HEREON 43 LF E C4B 06TLET D TAI 1 i s 8 iW 9 r 6 I o.3sFL \ �° 2 A ^ 74 abF1 7CS0 L 98,.t 1...69fL ON THIS S EET ,^;. .' S '�'� � f ,,, " e' cuRa Da[u4Ns�c,. I -� '• ,s°GURe oPEN,.N�,� 5 �t 1 •.\ 2 r� � _t\ }' }' INSTALL 12 X12 CATCH BASIN WITH 18L8 TRAFFIC RATED STEEL GRATE PER a., 5 - 9 oFSET..> `I - '' S BROOKS PRODUCT MODEL CB7212 OR EQUAL t EA i - �t-'� - � 3i < �,^: a � 'PEROIOVs'c�N-cRETE LIRE" ---777-.ZO..tSFsp ''-{-- zt zs i,2sic 1 S 70 > s 7.2 Fs a � �o a INSTALL 8" PVC DRAIN SCHEDULE 40 49 LF I } �I L 3 cuR ouTla y 2 i#1 AP } j oso 7�A INSTALL 8" DUCTILE IRON PIPE 28 LF 7 1+67,2 1;., z -411- ���� ��oSFC g g 70 95F9 g oil g7p�g5�G 7,g,5�� _ �8 CONSTRUCT CONCRETE WALK PER DETAIL-D HEREON 50 SF d. mac- ( ,� -. _ " \ _. �. _t ,-_ �( / _ 24,79'2%J A• BIORE'IENTION >O RSFC s tsE rse6AR FAclu.r �9 INSTALL ADA TRUNCATED DOME PER DETAIL-E HEREON 18 EA 9 g EI g 9 �,, `I -:_.3 y_.,, 70 CONSTRUCT WQMP BIOREfENTION FACILITY PER DETAIL-F HEREON 300 LF : _ I.' o 4 17 INSTALL 2FT X 3FT X 6-INCH THICK GRAVEL PAD PER DETAIL-H HEREON 19 EA _ o 20+so.cd0 TALL RB 'TL JJ "11• .. . 68.66TC4C CH BAST ,ii, - J w m ( � � it •t ` 4 O 6e.o2FL ai yob CONSTRUCT 24' COMMERCIAL DWY TYPE A PER CLE STD. NO. 118A 240 SF C SECTION A-A 73 ONSTRUCT 24' COMMERCIAL DAY TYPE 8 PER CLE STD. NO. 1188 MODIFIE 240 SF I 71A2FI 71.02FF 70.52P CURB OUTLET DETAIL 74 CONSTRUCT 6' SIDEWALK PER CLE STD. N0. 210 1,125 SF " P F END 8" Dlp 71 02FF 70.52PE �I �� NOT TO SCALE 7 7O.52PE za5s' S CONSTRUCT ACCESS RAMP TYPE 1 PER CLE STD. NO. 214A WITH 1 EA ppprel 11 O S 0.0050 BEGIN 8 PVC 9 PARCEL 1 TRUNCATED DOME 8 hr 7 15 _ z -I PM21297 CONSTRUCT PARKWAY CULVERT TYPE A S=3 H=4 WITH 8 CF PER CLE PD^7I 'TN- Fyj I 71.-FS .. 71.02Fs '. 7,�0o s ., PNJi35/57-50 16 STD. N0. 300A t EA 7J F2FS 70,90E f 2 r u N z 170`40Fs 8"'flIP - i� REMOVE EXISTING CURB & GUTTER 91 LF (�.� 'O S=O,GDS - - 70.8d� 4% 71.02FS 71.O2F5 71.0 71.02Fa 71.02FS'_ 7i.O2FS 7,.02F5 7702FS yq, o�''� TpP F RA 69.20FL LET 1 h'y17 CIH28 DUT fy o+eaeT i 2 a+ } w ADA PA s .,,.a! �� 6s9s 7�6 MONOLITHIC CONCRETE CURB CUT OFF WALL PER DETAIL-G HEREON 245 LF SURFACE 79 RELOCATE EXISTING UTILITY i EA 1 ('11 t L 2a DWY I �. cn HI ns rail,' ;,,OF TRAVEL} * �� - 68,45 o,o SIT 70 9STC ! "i 1 I' _ __ �^12Y: '• sa.sdnv - °5x i�3,36FL o.sz�, v, FLovame ioasFFl 7o:6�FL\ 2 ^ ^ - EROSION CONTROL. (GRAVEL BAGS-2 BAGS HIGH) 50 LF s I. _ _ --� �0 INSTALL ,.. o 71.35' ® eS F` 2 7 sar 6 '.,, - 17 < u _ ( .- Ni�04pTc g RISER ► ® INSTALL EROSION CONTROL SILT FENCE PER DETAIL-1 ON SHEET 3 350 LF j - _ I 7 \502. N4"53'1 \ \ ,x p,g, ENGINEERED _--� 3'PVC PIPE F 6' \ \ \ \�\ - solLa 6e2GtNv ® INSTALL STORM DRAIN INLET PROTECTION PER DETAIL-3 ON SHEET 3 1 EA \ \I'S.BDiLI,NIG�'• \� \\ \ \ r+'.' �\ .`.ExrsT,BUILDING \ MEDIA OunETL NSTALL GRAVEL CONSTRUCTION ENTRY WITH STEEL SHAKER PLATE PER 1 EA f I \ \\ \ \ \ \ �z 1 ExI FT \. � RCE1.,e- \ EXIST-PAVING PARC,5L.2 ETAIL-2 ON SHEET 3 } z1z \ \' `\ �\ '\ ��� PM21297 I �""^ TIE 6'PERFORATED CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS. 1 EA v]135,( 18 PFd185/67-50 -`, �TPC PIPE INTO RISER \ 6szolNv \ \ ® INSTALL 6" PVC DRAIN SCHEDULE 40 24 LF i01 30 ` p, \• \ FOR INFILTRATION PURPOSES \ \ \ \ \ \, \ `\ \ \ \ \ 4" ORE I'HOLE O.C.TYPICAL INSTALL 16 DROP INLET PER JENSEN PRECAST MODEL 1616-HDI OR EQUAL zD z0 \ \ \ \ \ aDT4 ALL sines / 1 EA PET DETAU-I HEREON \�� \ A. A, `, A v \ v y GRAPHIC SCALE © INSTALL 3" PVC DRAIN SCHEDULE 40 56 LF 20 G 10 20 40 WQMP RISER OUTLET DETAIL � � I C A \, A A _ \. �T `•. A A �l DETAIL-I ® INSTALL TYPE B CURB OUTLET CASE II INLET 1-4" PIPE PER CLE 1 EA I NOT TO SCALEINSTALL U A B SOLIDGRATE 6 V'A/A7 9'--t 2-14 _ ER NOS -D BASIN" PART 350 OR EQUAL 1 EA MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEA DFESSlO CITY OF LAKE ELSINORE al en�}11--li QR kq SHEET Underground Service Alert APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 3§pgr V(Az Call: TOLL FREE 1 /ZttacR*ECwcBTopPdECFExIST}i.>=DEfecio2CilecUVAWCDNCR PAD 'VlC77_ LAWS AND HAVE BEEN FOUND ACCEPTABLE MURRIErA, CA 92563 �` ��0 OAP PRECISE GRADING PLAN 2 S U (951) 640-0957 �' 1-800 n PREPARED BY: No.36305 SCALE; BENCH MARK: INDUSTRIAL DESIGN REVIEW 2015-01 OF 3 "_- ,p,ty� �p L7 _ 1 Z, ' FEM.6/30/16 SEE 112"REBAR W/B.M.PLAS71C PLUG SHEETS i 422-4133 Date �S11& * * SE FLUSH1320'W. DF COLLIER AVE. 7000' PARCEL 10 OF PM21297 I BRAD FAGRELL RCE 920 DATE - - ---- .fy. CIVy4 FILE No. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER HECTOR L. CORREA 77FF DATE: S: OF RIVERSIDE DR.,RIVERSIDE FLOOD CITY OF LAKE ELSINORE R.C.E, NO. 36306 Expires 6/30/16 MAY 4, 2016 CONTROL 2-4040.Fl= t25&32 %lext 1 ----.__ -------- I EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES 1. FOR PROECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE LEGEND: 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ENT PRE PROPERTY ONER IS RESPONSIBLE FOR ENSURING THAT A'QUALIFIED SWPPP PRACTITIONER ORDINANCE NOS 529, S O TLINE ID IT CONSTRUCTION SITE BEST MANAGEMENT PRACTICES l (QSP)AND QUALIFIED SWPPP DEVELOPER(Ol IMPLEMENT AND MAINTAIN THE ® INSTALL STORM DRAIN INLET PROTECTION {BMPS),AND STANDARDS OUTLINED WITHIN 774E LAKE ELSINORE DESIGN MANUAL SWPPP-APPROVED,PRE-QUALIFIED BMPS FROM THE CALIFORNIA STORM WATER QUALITY 2 THE DEVELOPER/CONTRACTOR/S RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS ASSOCIATION(CASQA)HANDBOOK/WESSITE FOR CONSIRUC77ON TO RETAIN SEDIMENTS AND GRAVEL CONSTRUCTION ENTRY POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRAC77CARLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS FOR ALL OTHER 3. 1N CASE OF EMERGENCY,CALL KELLY MESS(RESPONSIBLE PERSON)AT(951)265-2412 PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR INSTALL STEEL SHAKER PLATE (24-HOUR PHONE NUMBER). CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT 8E PLACED MOVED OR MODIFIED WITHOUT FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION ---0-v--o- SILT FENCE 4 CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADD/AONAL THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER,OR IN AN EMERGENCY, EROSION CONTROL MEASURES DICTATED BY FIELD COND17IONS TO PREVENT EROSION QJ17J INSTALL GRAVEL FILLED BAG BY THE PERSON RESPON98LE FOR GRADING OPERA77ONS I AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTES DURING ANY PHASE OF CONSTRUCTION 5 AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION, THE CONSTRUCTION 97F SHALL BE MANAGED TO 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, PARCEL 25 MINIMIZE THE EXPOSURE 77ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-97E AND PM9-1297 OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER PP>'I18b1b7-59 QUALITY CONTROL BOARD(RWI-SANTA ANA REGION AND/OR THE CITY OF LAKE 6. ONCE DISTURBED, GRADED SCOPES EXCEEDING A 3.1 RA170 AND/OR TEN(10)FEET 1N HEIGHT ELSINORE. (TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A J. CONSTRUCTION SI7ES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED PREDICTED STORM EVENT. CONSTRUCTION 97ES SHALL BE REVEGETATED AS EARLY AS FEASIBLE STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF 774E SITE.DISCHARGES OF .,, AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. MATERIAL 07HER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS 7 FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT AUTHORIZED BY AN INDIVIDUAL NPOES PERMIT UNDER THE STATEWIDE GENERAL PERMIT THE CONCLUSION OF EACH WORKING DAY. -CON57RUCTON ACTIVITY. _ _ _ _ t - - & THE 571E TO WARN 4. POIEN77AL POLLUTANTS INCLUDE BUT ARE NOT Lilo 70: SOLID OR LIQUID CHEMICAL .x. 7` -- - - THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON SPILLS WASTES FROM PAINTS STAINS SEALANTS,SOLVENTS,DETERGENTS GLUES LIME, ' r_ �•'''' AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. PESTICIDES HERBICIDES FERTILIZERS WOOD PRESERVATIVES,AND ASBESTOS F78ERZ V N N :v`` MINTHORN STREET 9. DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY THE CITY PAINT FLAKES OR STUCCO FRAGMENTS;-FUELS,OILS LUBRICANTS,AND HYDRAULIC _ ENGINEER. RADIATOR OR BATTERY FLUIDS,• CONCRETE AND RELATED CUT77NG OR CURING RESIDUES - .G FLOATABLE WASTES,, WASTES FROM ENGWEIEGUIPMENT STEAM CLEANING OR CHEMICAL '--- e: f 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE DECREASING,• WASTES FROM STREET CLEANING, AND SUPER-CHLORINATED POTABLE SHOWN ON THE APPROVED PLAN`WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH t'IP TAG ILlEG18 d,, .. £�- MATERIALS SHOULD OCCUR 7N A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SI�E w ._ __. __ _ .__ .. I _.._. _ IT. DESIL77NG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR PHYSICALLY SEPARATED FROM POTENTIAL STORM WRIER RUNOFF WITH ULTIMATE q ''" :" I`- - ,v. =�` ,`�' a-^_ _._.. _ ....._.......__. A TWENTY--FIVE(25)WAR,SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS �.-. yi( _ .. .:._ ...__ _.____.,.... ._..;---__.. _.... -._ e-.- ,-- ,-��--.- .-----�L=.3.�,= --_. - 7 •- ..,_._ _- .�-.�-ti-.�. PLANS DESIGN AND SPECIFIC RECOMMENDATIONS SHALL 8E SUBMITTED FOR THE FOLCOW9NG: s 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED ATIORETENTION E� ?� - A)DESIL77NG CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE ''` LTINC BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. \ LOCAL STORM DRAIN SYSTEM. ,IST-24'1 B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL ;�,;�;� 9<, _._ ......_ ._..... .._ }_- -_.- _-_ _. STA8IUZATItIN MEASURES. 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELA7Ep MATERIALS WASTES SPILLS OR �;,\ Y, _ RESIDUES SHALL BE IMPLEMENTED TO EUkiIF OR REDUCE TRANSPORT FROM THE SITE is k� 70 STREETS DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF € \ C SIZE OF DESIL77NG BASIN OUTLET PIPE AND OVERFLOW. PROD. Z MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE „ 7 \ D)DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION, TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE h"--- --"'p 1 ' ' '� '"s '` t\'}:• �� \\ \'`��\'� ,, - ETC. STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS RI(WTS-OF-WgYS AND FLOW-LINES -v E)OUTLET COND177ONS FROM THE DESIL77NG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS WITH THE EXCEPTION OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEA774 NTH GRAVEL BAGS 72 CAPACITY OF 1.5 77MES THE MAXIMUM DESIGN FLOW. xi PLACES ON THE DOWN-HQL SIDE OF THE LINERS TO CONTAIN DISCHARGES E AVAILABLE ON-SI7E AND AT CONVENIENT LOCATIONS TO t NECESSARY MATERIALS SHALL 8 9. CONTROLLED STREET WASHING WILL ONLY 8E ALLOWED PRIOR TO THE APPLICA77ON OF "�i I \ ,j:\ " �i," "�' ^"` _ FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED \'.. ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE � I ," `" `�- --Tv� ���T�-�--�----� ''-'�� -�'� � --- -•-�9-�- -� -a =x;` EROSION CONTROL MEASURES WINEN A SOX CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PROTECTED. (�.a / - s f `-` `t •'€ --s^ -e'YI ofi" PERIOD fAGSCY�N0O7�CAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND A71fOSPHER/C 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT ❑i 13 BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE ANDfOR PREVENT THE SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS - ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL 11. DISCHARGING CONTAMINATED GROUNDWATER.RODUCED BY DEWAlERfNG GROUNDWATER o REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END ; ° ';,; OF EACH WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS I THAT HAS INFILTRATED INTO THE CONSTRUCTION 517E IS PROHIBITED.DISCHARGING - l - �� ,- - PFl.;LEI I FORTY PERCENT(40%). NONCONTAMINA71D GROUNDWATER PRODUCED BY DiTERING ACTIVITIES MAY REQUIRE A I 'l < _. .. _ FY Ii 759! g; NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPOES)PERMIT FROM THE O 'I'I, AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM REGIONAL WATER QUALITY CONTROL BOARD. ' Plbtl.�ol5i-59 R SIL71NG BASINSNANDNTHE BASINS PUMPED DRY ANY GRADED SLOPE PIPli DRAINS AND PES OF PROPERTIES AND DE Bill 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT M DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE - "; ,, - DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE L a f' EFFECTIVE MAINTENANCE MAY RESULT IN PENAL77ES. ARE REQUIRED ON ALL EXPOSED SLOPES UN711 SUFFICIENT PERMANENT LANDSCAPING = -...- - ,,».- .-_. _._.... I''_.... .-... HAS BEEN ESTABUSHED. 1009 SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE hN '[,:.:> s<;:, -_.- .__: _. ___. _._ ..._ N.j ® '- �' `r � - �=- ��� '-�' �" "�� '< 15, DISCHARGING OF CONTAMINATED SOILS NA SURFACE EROSION 15 PROH181TE0. l ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND 1.3 VEGETATION CLEARING AND BRUSHING ACTIVI77ES SHALL NOT BE IN/TIAIED DURING THE - E - TINE STREET SWEEPING SHALL BE WET SEASON ON ANY SITES WHICH ARE NOT AD£QUAIELY PROTECTED WITH DEM77NG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. I"�1 ,., _ 2 -__._ -_-.- _-,..- -.._ ,....."._ -.. �„ V ,� PERFORMED ON ALLAPA p STREETS WHERE TRACKING S OBSERVED. VACUUM SWEEPERS SHALL - - _.... _...._. -._. ___-_ - _.__ -___ __.-.. .._._ .. \ BE USED WHEN STREET SWEEPING BECOMES INEFFEC77W, go 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR - \.02.60! N4T53ADJACENT PROPERTIES. 13'W A i.0ct - \ Exi9T.BUI NO A\Exi�3urt�tuc. 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE ! `v \ A V \ \t271,s0 M FF \ _ \ V ` EXIST.RAVINGA, GRAVEL BAGS SEDIMENT TRANSPORT FROM THE S17E TO STREETS,DRAINAGE FACILITIES OR ADJACENT ' V A �� A A'v y \ w \ V yN �\ �� C� A ceotexae Blanket PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR iNND.INAC77W FOR A PERIOD O'14 �\ DAYS OR MORE SHALL BE COVERED?ACTIVE STOCICPkES SHALL BE COVERED PRIOR TO A I, \ ;\� \ \ \ \ \ \`. \� \ \. `'PAPt' ,L 9\, FORECASTED RAIN. PM21297 oram inlet PM1uu%87-89 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, STATE WATER RESOURCES SPECIAL ATTENTION SHALL BE OVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SI7E RISK LEVEL OR AS MANDATED CONTROL BOARD PERMIT NO. 24" BY THE SANTA ANA REGIONAL BOARD NPOES PERMIT, GENERAL PERMIT-CONSTRUCTION AC77V1TTES. WDID III NONE (LESS 1 AC.) - SECTION A-A 17, AT THE END OF EACH DAY OF CONS7RUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH MI^ OR COVERED RECYCLE BINS 36" WIDE FILTER FABRIC F ata ey in�eote<man s^ c 2"x 2" STAKE MATERIAL STAPLED OR ve S at ends BAGS 18 20' O.G. RING WIRED TO STAKE t ^ GES 1 NOT APPLICABLE PROJECT DISTURBS LESS THAN ONE ACRE. (�fp CONSTRUCTION NOTES , " y, ° � '- A 1 19. THE UNDERSIGNED CIVIL ENGINEER A QUALIFIED QSP AND/OR QSO WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS/N ACCORDANCE WITH THE ® INSTALL EROSION CONTROL (GRAVEL BAGS-2 BAGS HIGH) 50 LF r�m- �. - ceoteNt le Blanket APPROVED PLANS ¢ c) NOT APPLICABLE PROJECT DISTURBS LESS THAN ONE ACRE. 0 INSTALL EROSION CONTROL SILT FENCE PER DETAIL-1 HEREON 350 LF .� I ll r ax > '_ ___-- GRAVEL BAGS • ds 1 �1 II � ; I � } (SIGNATURE)(RICE N0.)(EXP)(DATE ® INSTALL STORM DRAIN INLET PROTECTION PER DETAIL 3 HEREON 1 EA r „t / _ ! CRdPHIC SCALE ® DETAIL RAVEL 2 HEREON CONSTRUCTIONENTRY VdTH S L HAKE LA 1 EA - T c R PLATE 3 P' INSTAL -� INSTAL $TEE SNAKE 20 0 10 20 40 ✓ N r---_--_ I c r¢` V DETAIL-2 DETAIL-3 V� t DETAIL-1 GRAVEL CONSTRUCTION ENTRY !a INLET PROTECTION FABRIC SILT FENCE SCALE: 1" = 20' Nx1S N NOT TO SCALE o s-13 6vAIA -l?--/ Underground Service Alert MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 11711sdlli SEA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE '69Zbl AD azvz6 µ L. a < SHEET s F7 LAWS AND HAVE BEEN FOUND ACCEPTABLE MURRIETA,CA 92563 uta °Rp 3 Call: TOLL FREE '' AS i2T (951) 640-0957 !9=` EROSION CONTROL PLAN 1-800 PREP ED BY: No,363M SCALE: BENCH MARK: INDUSTRIAL DESIGN REVIEW 2016-01 OF 3 422-4133 5 ( ! w '� Date 5�'r`k * e re * SEE 1/2"REPAR W/B.M.PLASTIC PLUG PARCEL 10 OF PM21287 SHEETS BRAD FAGRELL RC 3920 DATE 01V b ABOVE FLUSH 1320'W, OF COLLIER AVE. 1000' FILE No. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER HEC70R L. CORREA ` }�,� S. OF RIVERSIDE DR.,RIVERSIDE FLOOD � - � CITY OF LAKE ELSINORE R.C.E. NO. 36306 Expires 6/30/16 DATE: MAY 4, 2016 CONTROL 2-4040.EL 125532 � f