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HomeMy WebLinkAboutPGP_As Built_16-291 to 16-293 GRADING NOTES LEGEND CITY OF LADE ELSINORE 7. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE'MUNICIPAL TC INDICATES TOP Of CURB CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST FS INDICATES FINISH SURFACE -/'`� GRADING (/��� \//��' PLAN EDITION OF THE UNIFORM BUILDING CODE (UB.C.), CHAPTER 33. FL INDICATES FLOW LINE R E C I V E V�R A I N �A PE INDICATES PAD ELEVATION 2. PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT CITY OF LAKE FF INDICATES FINISH FLOOR ELSINORE,PRIOR TO ANY OPERATIONS PM INDICATES PARCEL MAP INDUSTRIAL DESIGN REVIEW 2 015-O 1 v� TW INDICATES TOP OF WALL J. THEE DE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES ANO TF 1ND7CA7ES TOP OF FOOTING U.S.A. ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. -- - INDICATES EXIS77NG CONTOUR 4. THE CONTRACTOR SHALL N077FY THE CITY ENGINEERING DEPARTMENT AT LEAST -22- INDICATES PROPOSED CONTOUR PARCEL 10 P M 21297 TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. INDICATES PROPOSED 2:1 SLOPE 5. DUST SHALL BE CONTROLLED BY WATERING OR 0774ER METHODS APPROVED BY THE CITY g' INDICATES CMU RETAINING WALL ENGINEER. _,. ] INDICATES ADA PATH OF TRAVEL INDICATES DAYLIGHT LINE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS A INDICATES PROPOSED FIRE HYDRANT Ld W ITE OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. - S 4�� i ,.. INDICATES CONCRETE PAVEMENT a ry 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS CLE INDICATES CITY OF LAKE ELSINORE 01HERVASE APPROUEO,SHALL BE SHOWN ON PLAN,AND SHALL NOT HALE LESS THAN iYi L!V T!7 lJ(�N STREET ^V I� 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE -j GRADING NOTES(cont'd) Cn V/CkWPY MAPNO SCALE 8. MILLS SHALL BE COMPACTED THROUGHOUT TO 00%DENSITY AS DETERMINED BY THE 31.32. ALLTARY FACILITIES SLOPES OF GRADINALL BE MAINTAINED ON THE SITE PLANTEAT ION,IRRIGATION FAC2IPES��HAL BEGINNINGE PROVIDED T � �;� �& ( MODIFIED THREE(3)LAYER A..S.LM.D-1557-70 TEST METHOD. COMPLETION OF GRADING OPERATION. LL 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETA77ON AND DEBRIS,SCARIFIED,AND 1.7..I INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR LL FOR ALL SLOPES IN EXCESS Of THREE(3)FEET VERTICAL HEIGHT W?iHlN NINETY G _ TO THE PLACING OF FILL. (90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE Q 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL APPROVAL OF FINAL INSPECTION. SEE SHEET 2 RA W PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. Ii i = R/W - /W R W 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF = Lt (� 30 30' /; 30' 30' }f. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN "" -� - X-PER FOOT FOR A MINIMUM OF THREE 3'FEET, THEN 1% MINIMUM TO FLOW LINE OF FACTWTH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIST}NG l (/ (MINIMUM) FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR -ti'e h 10` 20 10" 10' 20' 10' EARTH SWALE NOT SUCH FACILITIES ARE SHOWN ON T HESE PLANS. - - 5. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL 8E 1%!f CUT OR FILL SLOPE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER ' to _ PROP. 5' IS LESS THAN TEN FEET(10),AND 2%F CUT OR FILL IS GREATER THAN TEN FEET (f0'). FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. `''^L� - - - SIDEWAL. DRAINAGE SWALES SHALL BE A MINIMUM OF OS DEEP AND CONSTRUCTED A MINIMUM IN IJEX MAP I OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES. 35. APPROXIMATE DATE OF. -- - =3Q" - BEGINNING OPERATION: I -` --�L.-r' OCTOEER 2016 -�- -- - '"-- ---- 73. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES COMPLETION: __-____�-_� NOTES CITY OF LAKE ELSINORE (CLE) '�/ -�- �- -�-- OVER 5'HIGH 36. NO ROCK OR 07HER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER N O GCONSTRUCTION TRUCT RETE p ENT OVER 95q COMPACTED NATIVE-� T i EX. AC EX. AC--/ /� EX, CURB EX. CURlg EX. CURB 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 V I 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, Q CONSTRUCT 6" TYPE 6A CURB PER CLE STD. NO, 202 201 LF 15. NO 06STRUC77ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3� CONSTRUCT PERVIOUS CONCRETE PAVEMENT PER DETAIL ON SHEET 2 3,258 SF MINTHORN STREET BIRCH STREET 3Z THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN TYPICAL SECTION TYPICAL SECTION 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING INSPECT70N BEFORE APPROVAL. ® 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. 38. GRADING PLANS W9LL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE I INSTALL 12" WIDE CURB PER DETAIL-C ON SHEET 2 43 LF APPROVED BY THE BUILDING DEPARTMENT. 77. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL I � INSTALL 12 X12 CATCH BASIN WITH 18L6 TRAFFIC RATED STEEL GRATE PER I 1 EA COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND 39. THIS SITE HAS OBTAINED A NATIONAL POLLU77ON PREVENTION EL(M1NA77ON SYSTEM BROOKS PRODUCT MODEL C81212 OR EQUAL ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER O7 DISCHARGES INSTALL 8" PVC DRAIN SCHEDULE 40 49 LF --- - 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 1N COMPLIANCE NPBES W€9 "� BATE PERIB7 7S YE1'-__-�____ - 8 CONSTRUCT CONCRETE WALK PER DETAIL-D ON SHEET 2 50 SF 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS - .1. CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ® I INSTALL ADA TRUNCATED DOME PER DETAIL-E ON SHEET 2 18 EA THE ELEVA7ON(NTH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN,IF AN ELEVA7ON ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. I-- W7TH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE 10 CONSTRUCT WQMP BIORETENTION FACILITY PER DETAIL-F ON SHEET 2 300 LF 1i ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ENGINEER'S NOTICE ii -- l. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY NS?ALL 2FT X 3FT X 6-INCH THICK GRAVEL PAD PER DETAIL-H ON SHEET 19 EA 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING FOR JOB S17E CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY 9 (CONSTRUCT 24' COMMERCIAL DWY TYPE A PER CLE STD. NO. 118A 240 SF OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 21, STABILITY CALCULATIONS NTH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, I 13 CONSTRUCT 24' COMMERCIAL DWY TYPE B PER CLE STD. NO, 118B MODIFIEDI 240 SF BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARLESS FROM ANY AND AL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON CONSTRUCT 6' SIDEWALK PER CLE STD. NO. 210 11,125 SF FILL SLOPES OVER THIRTY FEET(30)IN VERTICAL HEIGHT THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE D ICONS 1-_- UCT 22, A FINAL COMPAC77ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1) OWNER OR ENG]NEER. f 5 TRUNCATED DOMES5 RAMP TYPE t PER CLE STD. NO. 214A WITH 1 EAR FOOT. 2, ALL UNDERGROUND UTIL177ES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC CONSTRUCT PARKWAY CULVERT TYPE A S=3 N=4 WITH 8 CF PER CLE RECORDS ARE INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENT. THE i6 STD. N0. 300A t EA 23. 1F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE OWNER,BY ACCEP77NG THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS i 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 - PREPARA77ON SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO DAMAGES RESUL7NG FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 18 MONOLITHIC CONCRETE CURB CUT OFF WALL PER DETAIL-G ON SKEET 2 245 LF AND BENCHED. CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE 19 RELOCATE EXISTING UTILITY 1 EA CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE /� 24. 7HE SOILS ENGINEER SHOULD INSPECT THE CONSTRUC77ON IN THE FOLLOWING STAGES. UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE IT SHALL BE `E! INSTALL EROSION CONTROL. (GRAVEL BAGS-2 BAGS HIGH) 50 LF THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR a. UPON COMPLE7ION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF STRUCTURES CONCERNED BEFORE STAR77NG WORK. INSTALL EROSION CONTROL SILT FENCE PER DETAIL-1 ON SHEET 3 350 LF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. _ 3. 774E ENGINEER PREPARING THESE PLANS WLL NOT BE RESPONSIBLE FOR, OR LIABLE INSTALL STORM DRAIN INLET PROTECTION PER DETAIL-3 ON SHEET 3 1 EA b, DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THESE BENCHING AND FILLING OPERATIONS. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE `^FLANS. NSTALL G ETAIL-2 ON SHEET 3 RAVEL CONSTRUCTION ENTRY WITH STEEL SHAKER PLATE PER 1 EA PARCEL AREA © c. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER a CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS. ARE AC NET MATERIAL. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSESONLY. _�. AREA TO BE DISTURBED-0.91 AC, 39,639Sf d, WHEN ANY UNUSUAL GRADING CONDp70NS ARE ENCOUNTERED DURING CONSTRUCTION. BIDDING SHALL BE RESPONSIBLE FOR VERIFYING ALL QUAN77TIES PRIOR TO INSTALL 6" PVC DRAIN SCHEDULE 40 24 LF BIDDING FOR CONSTRUCTION. ASSESSOR'S PARCEL NUMBERS INSTALL 16 DROP INLET PER JENSEN PRECAST MODEL 1616-HDI OR EQUAL 1 EA 377-430-060 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR PET DETALI-I ON SHEET 2 ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12)ON CENTER. SLOPES OVER DECLARATION OF RESPONSIBLE CHARGE" 4 INSTALL 3" PVC DRAIN SCHEDULE 40 56 LF I LEGAL DESCRIPTION F7F7EEN FEET(15)IN VERTICAL HEIGHT,IN AD01770M TO GROUND COVER, SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, t- -� PARCEL 10 OF PARCEL MAP 21297,1N THE CITY OF LAKE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION 7HEREOf. SHRUB SHALL BE iiNSTALL TYPE B CURB OUTLET CASE II INLET(1-4" PIPE) PER CLE THAT I NAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 7NE 1 EA PARCEL 1 COUNTY PARCEL RIVERSIDE, STATE E CALIFORNIA, LA PLANTED AT TEN FEET(10')ON CENTER; TREES AT TWENTY FEET(20)ON CENTER; PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS STD. 3006 AS SHOWN BY MAP ON FILE IN BOOK 135, PAGES 57-59 COMBINATIONS FIFTEEN FEET(15)ON CENTER.SLOPES OVER THREE FEET(3)IN VER77CAL CODE. AND THAT THE DESIGN IS CONSISTENT NTH CURRENT STANDARDS. STALLS PVC ROUND CATCH BASIN WITH SOLID GRATE COVER WITH BACKFLOW PREVEN77ON iv� PER NDS "SPEE-D BASIN" PART #350 OR EQUAL_ EA OF MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS PROJECT SPECIFIC BMP'S SAID COUNTY. DEVICES PER U.B.C. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7ONS SOILS ENGINEER 300 LF BIORETENTION FACILITY 26. APPROVED PR07EC77VE ADJOINING BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES CW SOILS 4245 SF PERVIOUS CONCRETE PAVEMENT TOPO SOURCE TO PROTECT PROPERTIES DURING THE GRADING PROJECT.MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED NOT RELIEVE ME, AS ENGINEER OF WORK, Of MY RESPONSI611177 23251 KENT COURT ES FOR PROJECT DESIGN. MURRIETA, CA 92562 FIELD SURVEY BY DJ FER 2015 951-304-3935 2Z APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING APPLICANV OWNER THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYSS WORK. HLC CIVIL ENGINEERING SOILS -ENGINEER'S CERTICATE: 39281 VIA CADIZ THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO FLOOD ZONE EARTHWORK QUANTITIES BBN COMMERCIAL,LLC 28. ALL WORK SHALL.CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. MURRIETA CA 92563 BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE PROPERTY IS LOCATED WITHIN THE 100 YEAR CUT. 1800 CY ROUGH ES77MATE 28544 OLD TOWN FRONT STREET (957)640-0957 , itE SOILS AND GEOLOGICAL R p CONNAISSANOB REPORT PREPARED FOR THIS SUITE 207 DEVELOP FLOOD ZONE X AS SHOWN ON FLOOD INSURANCE FILL: 0 CY FOR PERMIT PURPOSES ONLY TEMECULA,CA 92590 EN 29. THE LOCATION AND PROTECTION OF ALL U71L117ES IS THE RESPONSIBILITY OF THE 7 / � RATE MAP, CITY OF LAKE ELSINORE, CALIFORNIA, EXPORT 7800 CY CONTACT XELLY MESS PERMITTEE ( I �'r .? RIVERSIDE COUNTY,MAP NUMBER 0606362037C. `'/f //G ' , EFFECTIVE DATE AUGUST 28,2008. HAUL PERMIT AND HAUL ROUTE 1S REQUIRED PRIOR TELEPHONE (951)265-2412 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. HECTOR L CORREA DATE BY ATE `(' TO ISSUANCE OF GRADING PERMIT ISSUANCE IS- X6,X3 R.C.E. 36306,EXP.DATE O6/30/i6 5-15 B1/A/AQ 5--12„16 RCE NO. 63712 �� _ HI SEAL CITY OF LAKE ELSINORE SHEET MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 1�11 lLs 0$'V£Z B7tg'L7tBeTL7tg QROFESSt Underground Service Alert APPROPRIATE PP OPRI AND T C BEEN FOUND ACCEPTABLET AND/OR CITY AND STATE MURRIETA, CA 92563 h���o L 9< CaII: TOLL FREE e r� y yn co -- MURR TA, CA 57 � PRECISE GRADING PLAN 1 1-800 - PREPARED BY: 4I OF 3 i No.36306 SCALE: �BENCH MARK: INDUSTRIAL DESIGN REVIEW 2015-Ot SHEETS 422-4133 / E.P.6/30/16 SEE BENCHMARK NO: D307 Date ��[/L_ + ABOVE RIVERSIDE COUNTY) PARCEL i 0 OF PM21297 FILE No. TWO WORKING DAYS BEFORE YOU DIG -- BRAD FAGRELL RC_ 43920 DAY HECTOR L. RREA - `� CIVt1- gas' - -{I ELEVATION: NGS NAVO 88 - -- CITY OFCITY OLAKERELSINORE R.G.E. N0. 36306 Expires 6/30/16 ��OFCAUFOR DATE: TITLE SHEET MAY 4. 2016 1425.80 I�� I � EXISTING GRADE- 4" PERVIOUS CONCRETE 30 P� iv ' 1 5 29't p 4FT X 5FT 3/a"RADIUS BIRCH STREET BLDG. SETBACK W CONCRETE PAVEMENT P` 24.59' TO 24.79' 1' OCK PAD ppg r ? i I 1 9't 12.3t 12.5' ' 8 FACE U 1 D' \ � n• ' ,' @" LA AP uNDSGAPE 1 i o I 20 U 1 CONCRETE PAVEMENT 7, 7 6 S z l l z 3 z CONCRETE CURB X U v''1 VARIES FF I I MEET I MEET 9 2x-to KS a I I X.SURFACE ?3 6"01A ROCK-18"THICK MIN. 2X MAX r- 4 1 I VARIES ( EX.SURFAC VARIES m NATIVE 8" OF �4"OPEN-GRADED GRAVEL r- 1 2x - 3%-5.5 FF 2%_ 2�_5% FF SUBGRADE RIVER ROCK DISSIPATER _ __- _ J I - - - ---- (ASTM NO. 57 STONE OR SIMILAR) 4 5 12" WIDE CURB STEP �- ---� PROP. DETAIL-B DETAIL C EX. X. AC NOT TO SCALE NOT TO SCALEEX. ST. LANDSCAPE GROUND PAVE, EX. 7" RESERVOIR LAYER CONSISTING OF 1.5" TO 3" OPEN PAVE. SECTION A SECTION B SECTION C GROUND GRADED STONE (ASTM NO. 2 GRADATION OR SIMILAR) 9.5• PERVIOUS CONCRETE PAVEMENT O O O O OO 3' 3.5, 3, NTS NTS & Ni DETAIL-A NOTE: 3"PEA GRAVEL OR NOT TO SCALE PERVIOUS CONCRETE PER CW O Q Q 1.75' L 1.75' ROVED EQUAL 30' 51' SOILS RECOMMENDATIONS LETTER 41 DATED JANUARY 6, 2016 'e� 05 MINTHORN STREET v A A 1 9 3' g 0 f E 10' 7.5' 18 24 I i O o tJo VEGErA1 ON W ADA S CONC. DWY 6 4 6 MULCH LAYS -5 t v $ y GETATtON W/3" BIORETENTI PERVIOUS CONC. 5, Z t MULCH LAYER 6 SECTION ? j� i 4. FACILI _ SW PROP. WALK OUND p 3:1 MAX -- d 3:1 MA% @ Q ?'1 SONS 1� 1 j 9" :24 9 -.y �i tL �� Lsfe" - ., ":� n ti s, �"t ,;` IMPERVIOUS } - ,_ IMPERVIOUS - • i EX. ST. ARI _ m M FABRIC ALONG t C&G -- ¢ 0.90 i ALONG t 2S 1-i- -FF----- 0 LINE O O O O O TRENCH SIDES r `- :1 TRENCH SIDES a MortouTHlc CONCRETE .. , WALL 4 EA-6" 12"GRAVEL tt _ _ _ J I CURB IPE DYER 6" PERFORATED �- �J CUTOFFPERVIOUS 2.35" OA5" PVC DRAIN ..,t WA4L CONCRETE 4' CONCRETE WALK -►i t+- NOTE: EX. ST. BIORETENTION EA-6' PVC 8 DETAIL-D PART ENGINEERED SOILS MEDIA SHALL MONOLITHIC CONCRETE CURB CUT OFF WALL PAW. FACILITY DRAIN PIPE NOT TO SCALE 9 I TRUNCATED DOME CONSIST SILT70 50%SAND CLAY t8 DETAIL-G SECTION D Mrs DETAIL-E NOT TO SCALE NOT TO SCALE 70 BIORETENTION FACILITY 49.5' DETAIL-F NOT TO SCALE MINTHORN STREET I W 20' 10' 101 15.5' 24' STALL PARCEL 26 Q ... PM136/57-50 W S z DWY EX --GROUND j _. _. _. ._ _. -- - -- z o ice_ mfF __ __ .. ____ -'. -::- -. _.. ._. -- - -- �\. 6" THICK AASHTO C&G 2R - 71ERII q7 G A 16+65.00 MINTHORN AVE. �,('T7�7�'/t�`� �j AT �[vr/'r 'L'�T'+ i-- - ___ �1YlllV l.L2 0�11 Y �.7 l�LL'.L' I, '� T'- - -- JI CURBO US 1 T --- EX. U FF CONCRETE 1� -.�� �_ 19 _ ..__.. EX. ST. BIORETEN170N OUND 20 r '" WALL 4 EA-6" o p PAVE. SWALE FOUND 1"IP TAG ILLEq@L" �;;' LF 5 n N Ace SECTION AG�[PTE6 a5'a85Rt ,:;y,, MODIFY SW TO PROVIDE a`\�. ,,�° _ •` 0 "4j� 0 S=.0050 __-4 _,I^,..- °i 1' i:, �I e"OPENING CONSTRUCTION NOTES E CITY Of LAKE ELSINORE (CLE) QTY eErz PM-a12&J- --i,. CLEAR PATH-- ' 0 4 /�`'` BIORETEN bQ,N FACILI '�" RELOCATE'BA t ,-.1 -"t 7 `-�� 9 ! _. �C CONSTRUCT 6 MIN. CONCRETE PAVEMENT OVER 95%COMPACTED NATIVE • .: .__ _-.- GRAVEL PAD 0 PER SOILS ENGINEERS RECOMMENDATION 19,228 SF -- OF SW- ... 9 9 5 „oFo, --_- 7o c - �F'0'--7i'&SF�. 8 src-- 7 11 a Y t 11 GRDETAIL-H Q CONSTRUCT 6"TYPE 6A CURB PER CLE STD. NO. 202 207 LF \\ ; - �� NOT TO SCALE r yo _ 28.EQ'_N_ _ 2 __ 3O CONSTRUCT PERVIOUS CONCRETE PAVEMENT PER DETAIL-A HEREON 3,258 SF o ""- o _. -" L - 7}.00'C 7G 55 �d -77,0 �I� LP i 04T F 1r 0 5TF5 { ,� Xi.^T 24 W. INSTA WQMP., i 33 __...• . e _ sr3,gsLyy._ ss.ol 4 o ss ~ c ® INSTALL RIVER ROCK DISSIPATER PER DETAIL-B HEREON i EA PER DETAIL-I � ?esrc F I '�!N 05% MP 05x OS% O.Sr,... 05R 70.5F' ]i 25T .oP,� . E CURB O�JTLET D TAI m IrIM w .-' 9 7 5 i 7oa�i' n.54=� r oa 2 oz s :a!, R 3, INSTALL 12" WIDE CURB PER DETAIL-C HEREON 43 LF 9 ]P 50F 703DFL 18 - n.' Ott THIS S TEE ;", a '..�� o�.... yr f s"c9' r Er.mG M ,-_'. \.\. cuRA aPENINZ 5 aej _ 1' 1' TRAFFIC r 3 9•':-oFPsr^ =I,, I s crrs,r. ..a �\,` .i ":,.�. /1 IN TR 1 EA 5 < ' p�PSEt::1; ,•,.r, 5 _. g°k i„ \J BROOKS PRODUCT MODEL C61 2}21 OR18OUAL A 9 LF \ �� 6ae1Fa Q7INSTALL 8" PVC DRAIN SCHEDULE 40 4 z1+s71z >0.42 1 - '.--,ADA P T 2 MI ., °3. . F RATED STEEL GRATE PER a 3 uR uT E '„>ij3 tL O PVE 1t' os� INSTALL 8" DUCTILE IRON PIPE 28 LF ill ( �, � h y _ a : A, ]n osFc t ® CONSTRUCT CONCRETE WALK PER DETAIL-D HEREON 50 SF _ g �.n oSFc. 9 n _ y 9 9 ,'n ozFs .�o' -. 24.7s'2Z • _ A eIORETtrnoN "�' r � .'r` ' `.`\ .A .A` ` �',.��I ,', A �'• - L' 7g \ TE�eAR FAQUTY INSTALL ADA TRUNCATED DOME PER DETAIL-E HEREON 18 EA S�00030 `-" 9 LL 9 N' r n 9 9 9 ,.�y 9 9 9� ' 10 CONSTRUCT WQMP BIORETENTION FACILITY PER DETAIL-F HEREON 300 LF ' r: � - ,�i i v N ji 20+30. �.',w I i ..TAIL 9 '�, ( :i i � i' 11 INSTALL 2FT X 3FT X 6-INCH THICK GRAVEL PAD PER DETAIL H HEREON 19 EA sBs6TC t I C CH BASI 68.o2FL �� °i °' `O -i t 2.5' z% z ... 12 CONSTRUCT 24' COMMERCIAL DWY TYPE A PER CLE STD. NO. 118A 240 SF (` }© CONSTRUCT 24' COMMERCIAL DWY TYPE B PER CLE STD. NO. 118E MODIFIE 240 SF SECTION A-A J, I 71.02E o� - j 71A2FF 70.52P - CURB OUTLET DETAIL ® CONSTRUCT 6' SIDEWALK PER CLE STD. NO. 210 1,125 SF END 8" IP 71.520, 70.52PE 7 2 NOT TO SCALE CONSTRUCT ACCESS RAMP TYPE 1 PER CLE STD. N0. 214A WITH PARCEL ii 7 15oI 70.52F�E 2a6s' .1 r 15 i EA ®STO.0050 l BEGIN 8 VC �� 9 0,�W P`AR�EL I TRUNCATED DOME PM21297 I 7 \ 28 -- 'I I _ 2?,,I + PM21297' CONSTRUCT PARKWAY CULVERT TYPE A S=3 H=4 WITH 8 CF PER CLE wJ �m PM;"i6/67-60 >?.oz�s 71,02Fs L.ocF g r PIvH36i57-69 76_STD. NO. 300A } EA Jc.aOFss 8" D P'28LF zcsoF .0 L,. 2 y 69:20F'L CURB OUTLET 1 } R 91 LF ,^ccyy REMOVE EXISTING CURB & GUTTER 68.65FS 0.-0 o- JC:SOc 49> ]?A2FS 77.02F5 J 02FS 7102FS 71.02F5' 71.02FS 7T.02F$ 77.07F5 T 2 -Mhy 0+88.97 r I vj } w AUA PATH ^ - 68'� MONOLITHIC CONCRETE CURB CUT OFF WALL PER DETAIL-G HEREON 245 LF L 24DWY: o rn o M m OF:TRAVE!# y\� 68.45 "� MIS° 11 I. 1 m 70siFL °'n` SURFAc s. 19 RELOCATE EXISTING UTILITY t EA 7G 55'C T cn P 1sz sFs sssowv o�fix_- F(,OWLINE' - o.ee t _ ,.-� p I - ® INSTALL EROSION CDNTROI. (GRAVEL BAGS-2 BAGS HIGH) 50 LF �R &j 71.357C� ;. ® 4' I �` 2 - .I ]O6Y�a 6 �� 7.asrs .iyj _ HI17i. g RISER I6• ©1 INSTALL EROSION CONTROL SILT FENCE PER DETAIL-1 ON SHEET 3 350 LF 6.i Y 02.6 N4G 53'i$� : ENGINEERED 3'PVC PIPE \ �\ \\ ' 3 ^' \ \ SOILS \6820INV ® INSTALL STORM DRAIN INLET PROTECTION PER DETAIL-3 ON SHEET 3 1 EA { '{ \ \ \ \ \\ ` •\ \ \�,\EXIST-BUMt�INc' \\ \`\ \ -- '� sk�@wLDING�' MEDIA e OurLETL INSTALL GRAVEL CONSTRUCTION ENTRY WITH STEEL SHAKER PLATE PER I\ \ \ 127t.5o EXIST FF \ \ ♦ \ ff L, - 1 EA \ \. RA�ce\ EXIST.RAVING \ \ PaaC L 2 � DETAIL ON SHEET 3 h �-� \ /�� ',,\ \� \ \ �\ \ \ \ \\ \ \ Pitii12i2 \ \ \ �\ -\ \\\ PM2T2fl7 TIE s PERFORATES ® CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS. 1 EA PM 36167-69 PVC.PIPE INTO RISER sSzolNv � INSTALL 6" PVC DRAIN SCHEDULE 40 24 LF \ '\� � \ \� \ �! �a, FOR INFILTRATION PURPOSES \ \ \ RE V HOLE MC,TYPICAL INSTALL 16 DROP INLET PER JENSEN PRECAST MODEL 1616-HDI EQUAL DO PET'95 TYP ALL SIDES 1 EA 40• 20• ® PET DETALI-I HEREON ILI \ \ \ \ \ \\ \ \, \ \ \ `, GRAPHIC SCALE q V A A v \ v \ INSTALL 3" PVC DRAIN SCHEDULE 40 56 LF �``\\ y 20 0 10 20 40 o WOMP RISER OUTLET DETAIL INSTALL TYPE B CURB OUTLET CASE II INLET(1-4 PIPE) PER CLE NOT TO SCALE NTD, 3006 UND C BASIN RA COVER 1 EA P R N S "SPEE-D BASIN" PART 50 OR E UAL 1 EA $w°/3� l3 vkiA j �`--lQ-1 G MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Il�lldl� " civil *m�n5 SEA pitOfESS/t>~,. CITY OF LAKE ELSINORE SHEET Underground Service Alert APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE aVZ 0. L. W< LAWS AND HAVE BEEN FOUND ACCEPTABLE MURRIETA, CA 92563 u CO'6D 2 Call: TOLL FREE (951) 640-0957 �� ; PRECISE GRADING PLAN 1-800 PREPARED BY: JJ N.363% SCALE: BENCH MARK: INDUSTRIAL DESIGN REVIEW 2015-01 OF 3 n 5 17 L°6 �'( �J Ev.6/30/16 SHEETS 422-4133 LA,T,,ti,.-- S-,', � * * SEE 1/2"R£BAR W/B.M.PCASAC PLUG Date ABOVE FLUSH 1320'W.OF COLDER AYE. 1000' PARCEL 10 OF PM21297 BRAD FAGRELI RCE a 920 DATE �1+,, CIVtV FILE No. TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER HECTOR C. CORR£A 9>�.OF DATE SOT OL 2-Y0£.E =RIWRSIDE5.3 FLOOD CITY OF LAKE ELSINORE R.C.E. NO. 36306 Expires 6/30/16 MAY 4, 2016 CONTROL 2-4040.£L= 1255.32 NPDESJSTORM WATER POLLUTION NOTES EROSION CONTROL NOTES LEGEND: 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE ORDINANCE NOS 529, 772, 1237, IW CONSTRUCTION SITE BEST MANAGEMENT PRACTICES PROPERTY OWNER/S RESPONSIBLE FOR ENSURING THAT A QUAUFlED SWIRPP PRAC777IONER (BMPS),AND STANDARDS OU77JNED WITHIN THE LAKE ELSINORE DESIGN MANUAL (QS PAND QUALIFIED SKP P DEVELOPER VELOPE OSD))IMPLEMENT THEE,�C AND ALIFORNIA STORM WATER QUALITY ® INSTALL STORM DRAIN INLET PROTECTION ASSOCIATION(CASQA)HANDBOOK/W£8517E FOR COIVSYRUC77ON TO RETAIN SEDIMENTS AND GRAVEL CONSTRUCTION ENTRY 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS POLLUTANTS OF CONCERN FROM AREAS DISTURBED ANSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS FOR ALL OTHER J. IN CASE OF EMERGENCY, CALL KfLLY NESS(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 FROM AREAS DISTURBED ON97E 70 THE MAXIMUM EXTENT PRACTICABLE THE EROSION o o—o- SILT FENCE 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADD/RONAL THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER OR IN AN EMERGENCY, EROSION CONTROL MEASURES DICTATED BY FIELD CONDIflONS TO PREVENT EROSION C'CCCD INSTALL GRAVEL FILLED BAG BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. 5 AREAS THAT ARE CLEARED AND GRADED SHALL LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSIRUC77ON PERMIT, PARCEL 26 MINIMIZE 774E EXPOSURE 71ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING THE STORM WATER PODU71ON PREVEN770M PLAN(SWPPP)SHALL BE KEPT ON-97E AND PM21297 OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. MADE AVAILABLE UPON REQUEST OF A REPRESENTA77VE OF THE REGIONAL WATER pM136167�69 QUALITY CONTROL BOARD(RWOO)-SANTA ANA REGION AND/OR THE CITY OF LAKE 6. ONCE DISTURBED, GRADED SLOPES L BE LI 3:P r THE AND/OR TEN WO FEET/N HEIGHT ELSINORE. (TEMPORARY OR PERMANENT)SHALL 8f STABILIZED!f THEY WILL NOT BE WORKED WITFNN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILI2ED 24 HOURS PRIOR TO A 3, CONSTRUCTION SITES SHALL BE MAINTAINED/N SUCH A CONDITION THAT AN ANTICIPATED r I PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OF O AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLfitON. MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHf817ED EXCEPT AS F .,� 7° FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT // THE CONCLUSION OF EACH WORKING DAY. -CONSTRUCTION ACT7NTY. I 4I _- I _.__ -__ ___- --- - _.. __ ..._ .__ __ ..._- ..__ .".-- ..-_ --- __- -- __ --_ --. B. THE CONTRACTOR SHALL 8E RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN I 4. P07EN77AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL �. �. AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. SPILLS WASTES FROM PAINTS STAINS SEALANTS,SOLVENTS,DETERGENTS GLUES LIME; ..c,s _ PESTICIDES,HERBICIDES FERflUZERS WOOD PRESERVATIVES AND ASBESTOS FIBERS, { " s: MINTHORN STREET 9. DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY 7HE CITY PAINT FLAKES OR STUCCO FRAGMENTS, FUELS, OILS LUBRICANTS AND HYDRAULIC, *s.,,° - ' h: ENGINEER RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES FLOATABlE WASTES WASTES FROM ENGWE/EQUIPMENT STEAM CLEANING OR CHEMICAL — -- _ 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE DEGREASING WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE SHOWN ON THE APPROVED PLAN WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH 1'IP TAG ILLEGI ` MATERIALS SHOULD OCCUR 1N A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE �,* a.� ,• d.R ;%�� -i. 1 F FOR PHYSICALLY SEPARATED FROM POIEN77AL STORM WATER RUNOFF, WITH ULTIMATE 'rr - --- --- - - -- D SUING FAC1L ESA ALL DRINLETS " i`rb'' S�' 1 , .__—. ---, - AETWENTY-FIVE(25)YEAR SIX(6)HWR STOR INTENSITY. TED HEY MUSTHBf DETAILED ON ALL BE D iHf DISPOSAL/N ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. -- _ �, _.. `'... ....____ .r --- -- ---- - _-� PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHAVE BE SUBMITTED FOR THE FOLtONING 5. RUNOFF FROM EQUIPMENT AND VEH/CIE WASHING SHALL BE CONTAINED AT IORETENTIO�I_A Ty -.-- - CONSTRUCTION 517E AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE \ /1 o '- --- - A)DE91flNG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. LOCAL STORM DRAIN SYSTEM. \ f - - -- 8)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL x p i sT za I 6. APPROPRIATE BMPS FOR CONS7RUC77ON-RELATED MATERIALS WASTES SPILLS OR �\`V -'" �• % "- __ ..__' _--. _- =-- -" .-- \ STABILIZATION MEASURES. RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE l r -- '� C SITE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. TO STREETS DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. ' PRO I �' 2 Ti `�� r, L ' ''', � .� r, a l i 5°: I Fy '\ r •:._ zG ) Z MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE /' ' "°" '9 ;.A.,A�� A.;, D}DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS PERCENT COMPACTION T(NLE1S LIQUIDS GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE I ETC. STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, - 2 SIDEWALKS RIGHTS-OF-WAYS AND FLOW-LINES x 4 1 i a^+ E)OUTLET CONDITIONS FROM THE DES10ING BASIN SHALL NOT EXCEED DOWNSTREAM O .,� --- v i - ,1• LIMITATIONS, WITH THE EXCEP7701V OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WM7N GRAVEL BAGS - l J y• - 12 CAPACITY OF 1.5 77MES THE MAXIMUM DESIGN FLOW. PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES •''i- '� MA £N NECESSARY TERIALS STALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCAflONS TO 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPUCA77ON OF _ Il �;•'",' ` ` _ _ ` •"`t\ FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE t T - - � -- - � •• � C rr EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PROTECTED. / PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NA77ONAL OCEANIC AND ATMOSPHERIC w �:,�......�_. . - AGENCY(NOAA). 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE -' AWARE THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT rr� er'-c `,�� - 13. AMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/at PREVENT THE 97E AND ANY ASSOCIATED CONSMUC77ON STAGING AREAS. y�:.u:> � _ p <, '�, "' `_° "_' j _ '� ENTRAWMENT OF SOIL IN RUNOFF'FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PR07EC77VE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED 8Y DEWA7ERtNG GROUNDWATER �_ OF EACH WORKING DAY W ()WHEN THE FOUR 4 DAY RAIN PROBABILITY FORECAST EXCEEDS THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.DISCHARGING --'� - I•_ F r PARCEL i FORTY PERCENT(409). NONCONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A I m 0 j rc. NA77ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE PM'Li297 - '� , v� i PN7136167-69 14, AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM REGIONAL WATER QUALITY CONTROL BOARD. I CHECK BERMS ONSITE PUBLIC DRAINS AND PIPES DRAINS AND PIPES OF ADJACENT ��/ PROPERTES AND DESILRNG BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE 8MP'S 12, STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT I — '^� .' A DAMAGED DURING A RAINSTORM SHALL ALSO EMMEOlA1ELY REPAIRED.FAILURE TO PROVIDE DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE I ,...J 'T �, �! ;. �. � EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES ARE REOVIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPINGHAS BEEN ESTABLISHED 100%SLOPE PR07EC77ON MUST BE IN PLACE PRIOR TO THE ^�I - T " _..:. ?."_ _ -' _. :. ------ ISSUANCE 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. OF THE FINAL CERTIFICATE OF OCCUPANCY. "r�l t - �.J /, A 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINA77ON OF ROCK AND id VECETAflON CLEARING AND BRUSHING ACTIVIflES SHALL NOT BE INITIATED DURING THE ' I 8 � u„ " SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROU77NE STREET SWEEPING SHALL BE NET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH D£9LTING c,;' _11 a r � �� PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED, VACUUM SWEEPERS SHALL BASINS OR 07THER 7EMPORARY DRAINAGE OR CONTROL MEASURES �"I _ 2 ® -,, I X -,_- ---- --- -- --- --- ---- -- \, BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. 14, STOCKPILES OF SOIL SHALL BE PROPERLY 9=CURED WITH BURS TO ELIMINATE OR 851 REDUCE SEDIMENT TRANSPORT FROM THE S17E TO STREETS DRAINAGE FACILITIES OR 0 ADJACENT PROPERTIES. \ \ .\ -\... \ \ \ 46°D3 t3"W `.� \ 4`L.....,_< '\ ` \ \ 3C2 66 N - 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE " . I'k \ \ \� \' \� \\ \EX s :ANG' `_ \\ �\\� \ \ \`�I57�sulLpkuC \ SEtMENT 7RANSI'ORT FROM THE Sl7E TO STREETS,DRAINAGE FAC1tfflES OR ADJACE7HT '\ \ \� �\ \ \ `\ �� _ \ t2 Sz'�\\ \ \` EXIST.PAVING \ GRAVEL BAGS PROPERTES VIA RUNOFF, VEHICLE TRACKING OR WIND.INAC77VE FOR A PERIOD OF 14 \ `�� \\ \\ `\\\ \\ \\ � cent=:t le Elonket DAYS OR MORE SHALL BE COVERED; AC77VE STOCKPILES SHALL BE COVERED PRIOR TO A - a,• =�� �\ \ \ \� ,� \. 'pA;Rc&,L 9`,, \ FORECASTED RAIN. PM21297' Drab inlet PM186I67-59 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, STATE WATER RESOURCES SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTAUA77ON OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED CONTROL BOARD PERMIT NO. 2a" BY THE SANTA ANA RECf0NAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION , ACTIVITIES WDID # NONE (LESS 1 AC.) SECTION A-A 17° AT THE END OF EACH DAY OF CONSiRUC77ON AC77NTY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH I to neater than 3" OR COVERED RECYCLE BINS 36' WIDE FILTER FABRIC $n s�,n _ — 2"x 2" STAKE MATERIAL STAPLED OR overlo at ends 18 20' D.C.. RING WIRED TO STAKE BAcs GES Dram ml, -�r-------- NOT APPLICABLE PROJECT DISTURBS LESS THAN ONE ACRE. NO CONSTRUCTION NOTES , 5 G1 A y £j . 19. THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED OSP AND/OR QSD WILL REVIEW *_- PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE ® INSTALL EROSION CONTROL. (GRAVEL BAGS-2 BAGS HIGH) 50 LF r pia } ��� t " t_ `J-i'- Gaotextile Blanket APPROVED PLANS i N M '' sneer now F NOT APPLICABLE PROJECT DISTURBS LESS THAN ONE ACRE. INSTALL EROSION CONTROL SILT FENCE PER DETAIL HEREON 350 LF \ ,•;s'r qe -` z' ' - GRAVEL BAGS (SIGNATURE)(RCE NO.)(EXP)(DATE INSTALL STORM DRAIN INLET PROTECTION PER DETAIL 3 HEREON 1 EA /INSTALL GRAVEL -ENTRY WITH LPLATE //��,, 1 EA ', r°' - t--a fI PI aty GRAPHIC SCALE `E� DETAIL-2 HEREON .0 `INSTALL STEEL SHAKE PLATE �a T 20 0 10 20 40 -11 "1 flr 6�F1�`al _ \ i�; DETAIL-1 DETAIL-2 DETAIL-3 1p SCALE: I" = 20' FABRIC SILT FENCE o-GRAVEL CONSTRUCTION ENTRY_ �a INLET PROTECTION D TUTS TUTS NOT TO SCALE o sH.4 dv7VA ��z—� MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HL,C vM1 "gineercnn SEA pROFE`.,Sn,,, CITY OF LAKE ELSINORE SHEET Underground Service Alert APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 3 VA S' oP L 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE MURRIETA, CA 92563 hw � ?� S Call: TOLL FREE EROSION CONTROL PLAN 1-800 PREP RED BY: 1 No.36306 OF 3 SCALE: BENCH MARK: MIDtISTRIAL DESIGN REVIEW 2015-Ot 5 ! / E.I.e/30//8 SHEETS 422-4133 — ,�'ty"Ijg # * SEE 1/2"REPAIR W/B.M.PLASTIC PLUG PARCEL 10 OF PM21297 Date ABOVE FLUSH 1320'W.OF COLLIER AVE. 1000E TWO WORKING DAYS BEFORE YOU DIG CITY ENGIFAGRNEER RC 3920 HECTOR L. CORREA q CIVIC- FILE No. CITY ENGINEER ��CAUFO� 5. 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=12.%32 ��� 5