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HomeMy WebLinkAboutTR 31920_16-0619 l 1 f • I EpENNGWALL lo-a •� w�,� rnu'aawacnxp _ Y —� NEW WALL !'�^] E%IST NG WALL Augusta _ Ea �Ywm �� m ww f F N FURRDUTWALL WRffi NEW _ rsi �� WALL TEMPORARY ALE waxy ® FVRR OUT WALL �n n SALES OFFICE �x..xpe, LAKE ELSINORE N e w m wxpwx TYP.WALL FURRED OUT70 CURB I' Woodside Homes® m oe I i� BETTER BY DESIGN' TTPeNTeRro"wALI O �' ,x i HEErwoex aDoxe of wapN J^ ,,,x„,,,,,,, w,^ KEY PLAN - ww R a,R eRlW eexrORARYMxarMxRRu w.wa,m .w,Ana m" .,"mra»mnwxrn.wAr,xw.m,. w„..,.,w.aaw.m --Z..—_ xl::p'�'o«re.saemr• --rno— GN GUEPALNDTEBIAOA REWIREMENR • uwv.�ma".Si isio"m wx'.:.mo.".v. ^.ww�wn wrenelc+ioli v'" , i0 TPDAL OETALB •••ev^�ewwm"�"^mwr'S.w"m'.avur warii - wrxm".xummarro-R �... wwomxaara. wrmxwmmmw:wo-wnm aP SPACE" . eeeoaepexmep ,wo-n wswww.on�so-eeeeesm. i, �� H — - pp� pRYNw 0 pNLLe exp ARe NOi, .nvu �." W ramrawwawawarmnmxv CP CONJERRONRAN rAar er rex,xrwvnavewexr rune. .,.,,, ..w.wn.r ms.raa^avimv¢m.rr w.maELM EFB8PD 8CIOSIOA0.6 _ __ carmp,•AR•e x°wepaoxeAropenxpxroxurmwneapwuxeroAexxnaeroue u•npxe xr `0`'°^"UF:"°"iw"�°�.wux""wso-°"mm�"o-�"wu.w""°O". m �wn,mm,"�• • "x... pmwxLL-- wu. pn a RINa0E0U1EEE—MAN �I m I`� R M ® THRESHOLD AT BLAB Aw Jva wr^re .A, pe _ r.xv,xn. F .wue wa wwaNp uwcen a*la •UILO[R 199UE OAR ORA x0.0•aR IR011 ewM m ""xxx.w...wwx OepNOr R M i xu nwn `monuu OENOxlf wb v..v. bp•MR n � � BG�irUvxw n°eiiYo° IE�ELMbN elMaAmerX Oopel wmrxxrww rrx -t,' w1G •rmWrxw°x Y M l Ne lemin •, 1, ��N �e xprwuc _ ,�YulbrkV NW6xrneiller '. _ L'L�'iT�Ia /. ® ^mot umMrekrente xuw v u � urw.w�mwwwuvmanr ^° I��1,�� rpx m _ " nxe °umxex m I�"^ ad xep ' �heNpn ber rpbrenre �x,�ww .awwKewn,.anau...ve repxOTe..YOrN[RNN'9EO�N PL,aMB rEO � o-tldpElntlllslorrelerenw „""".nex xx aro-eseml a TYP.DETAIL OF FLOOR TIUNBRION IT O-wlndav Ftlbalpr relererca erg' TYPN:AL WALL FRAMING OAIp IT !l{�.reMbn lMlrntpr nlerenoe ' SHEET AUGUSTA SHEET SHEET AUGUSTA SHEETM _ CIE flHEEi. TPTEMPORARY SALES OFFICE /1 MMTEMPGRUARGYUSSALTEAS OFFICE .e.D TEMPORARYBALESOFFICE •��_M AUGUSTA .�A AUGUSTA'v (`I�1 »""�" I ^^ TEMPORARY SALES OFFICE �`' ^O TEMPORARY9AlESOFFICEWoodside-Homes V\1F/ xr"w....w v rTHE PAGE . pEN.NOTES �Woodsfde-Homes x,w Woodside-Homes TYP.DETAILS CONY SPACEPLAN Woodside-Homes Woodside-Homes NAM°eMr�~Pa w.a AREA bx,wexl wxlL plA pgweOHiAL NaiAWriOryaE A LomRo NNr ex�aAwawaxTe wA CORI eNaNAORAAee axw � 8TgU M0E i WALL ® AReA m ��� `wx� wuLe awTpap lerewlnR J_— 1 A,a,nxwx § I '3/4"BACKBOARD FOR SCREEN SUPPORT p � wrro q _ Delano ewRla NmwuonAr FLAT SCREEN r STOREFRONT STORE FRONT x M BY OTHERS ���. I CENTER. F WINDOW cflowN MOULDING —DOOR FLAT"S R N M 3"DIA.CABLE CONDUIT r i FIXED DOOR? / IUMEAR .. .'': • �' .,'' ____'___ • •N b II rp ` 4P h aaslwG bul Ra A COUNTERTOP •uLoena erwxoARo euRttRserArvwRo DDPIER. tµdmp wx0enabrAHOMO maple' rn ELECTRICAL OUTLET a�!.. ,pp erRrxm EIASEMOULDING 3 101 DISPLAY AREA $ $ f x„i s I c 11 ELEVATION CABLE CONDUIT SECTION X SCALE:1/2"=P-0" w�• a` exRY 7-------P(`-L 1411 '�"y •r.,•.__..� � wrpp// BHEEr AUGUSTA anEET AUGUSTA "ate SHEET �.. — �Ere 1lWll TEMPORARY9ALE90FFICE TEMPORARY 8ALE8 OFFICE AUGUSTA AUGUSTA' .f'p C D m I E EMPORUG SALE80FFICE C�1 } V ` Ep r J TEMPORAflY9ALE90FFICE _ �.. SECT�ONaB Woodside-Homes Clid] ONVER810N Woodside-Homes CONVERsgNWoodside•Homes FINISH PLAN LAN M Woodside-Homes SCHEDULE GRADING NOTES LEGEA10 ENGINEERS NOTICE I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY Of LAKE ELSINORE MUNICIPAL CODE,CHAPTER 1571 AND -CENTERLINE APPLICABLE STANDARDS AND SPECIRCA77ONS AND THE LATEST EDITION OF.THE UNIFORM BUILDING CODE(U.B.G), CHAPTER 33 FF -FINISH FLOOR117 1. CONTRACTOR FOR AGREES 774 r HE S�ASSUME ISO COURSE OFPCONsmucBON' IN(DR-1-1 2. A PERMIT SHALL BE OBTAINED fROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,,PRIOR.TO ANY OPERATIONS FS -FINISH SURFACE J. THE DEVELOPER AND/OR THE CONTRACTOR SHNl N077 Y ALL UT7LITY COMPANIES AND UNDERGROUND SERVICE ALERT FL -FLOW LINE0 LA INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS REQUIREMENT SHALL } 4 iL", APPLY CONTINL/OUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE z`Y (USA)AT(1-800-412-4111)FORTY-EIGHT(48)HOURS PRIOR TO GRADING OF -GARAGE FLOOR 4. THE CONTRACTOR SHALL NOTIFY THE CRY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR 24 HOURS IN ADVANCE OF P -PAD ELEVATION CONTRACTOR SHALL DEFEND,L LiNSIIIT AND HOOD THE OWNER AND ENGINEER a ( ) HARMLESS FROM ANY AND ALL LABILITY,REAL OR ALLEGED,IN CONNECTION WITH BEGINNING GRADING OPERATIONS PL -PROPERTY LINE THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CiTY ENGINEER. HP -HIGH POINT FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERnM UNLESS OTHERWISE APPROVED,AND SHALL BE MH -MANHOLE , SHOWN ON THE PLAN. RW -RIGHTAF-WAY - "`A,'xa,• •'• 2. ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED OR FOUND ON PUBLIC LAxESFIORE 'kOn 7. FILL SLOPES SHALL BE NO STEEPER 7/AN 1 HORL?OMAL TO 1 AER77CAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN TC -TOP OF CURB / RECORDS ARE INDICATED WITH THEIR APPROXIM47F LOCATION AND EXTENT. THE ° DN PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIIE COMPACTION OUT 70 THE FINISHED SURFACE. -DIRECTION OF FLOW OWNER,BY ACCEPTING 7HESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS c :HEMLOCK STREET 8. FILLS SHALL BE COMPACTED THROUGHOUT 70 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER AST.M ♦ -ENHANCED ELEVATION �'` HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR 1 D-1557-70 TEST MEWD. ® -AIR CONDITIONING PAD ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR o - S7RUC7URES NOT REPORTED OR INDIC47ED ON PUBLIC RECORDS,OR THOSE 9. FILL AREAS SHALL B£CLEANED OF ALL VEGETATION AND DEBRIS,SCAR/f7ED,AND INSPECTED BY THE GRADING INSPECTOR 'COA57RLC M AT VAR14NCE WITH REPORTED OR RECORD LOCATIONS THE AND APPROVED SOILS TESTING AGENCY PRIOR 70 THE PLACING OF W. s LOT NUMBER CONMC70R IS REQUIRED 77)TAKE DUE PRECAUTIONARY MEASURES TO PROTECT- W. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPAR477ON OF GROUND IS APPROVED BY LOT 'A'-H.O.A.MAINTAINED THE U77LI77ES OR S7RUCTURES SHOWN AND ANY OTHER FOUND AT 7HESITE IT PROXCT THE SOILS ENGINEER. LANDSCAPED OPEN SPACE SHALL BE THE CONTRACTORS RESPONSIBILITY 70 NOTIFY THE OWNERS OF ALL SIZE If. FiNISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN SS PER FOOT FOR A MINIMUM OF -TENTATIVE TRACT 31920J UTILITIES OR S7RUCTURES CONCERNED BEFORE STARTING WORK THREE(3)FEET, THEN IX(MINIMUM)TO FLOW LINE OF'EART H SWALE. BOUNDARY oLrn s REEr 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE l%IF CUT OR FILL SLOPE IS LESS 74IN TEN FEET(10), - BOW--�--EXISTING 8"WATER LINE J. THE ENGINEER PREPARING THESE PLANS KILL NOT BE RESPONSIBLE FOR, OR VUAGE PAR Kw AND"2X IF CUT OR FALL IS GREATER THAN TEN FEET 10'. DRAINAGE SWALES SHALL BE A MINMUM OF a5'LIEEP AND - �`- STING STORM DRAIN LINE CIABIf FOR,UNAUTHORIZED CHANGES V OR USES OF THESE PLANS ALL ( ) ( ClfANGES TO THESE PLANS MUST BE 1N WRITING AND MUST BE APPROVED.BY THE COILSTRUCTED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES Q-``,5-- -EXISTING 8'SEWER LINE r, PREPARNN OF,THESE PLANS 13. PROVIDE 5'WIDE BY P HIGH BERM OR f0U1VALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. D--)b EXISTING FIRE HYDRAINT y�r WCINTY MAP LEMON ET 14,E FROWDE A BROW DITCH,DESIGNED TO HAND ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE 70P OF CUT SLOPES -EXISTING STREET LIGHT '- 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. a NO OBS7RUCTION OF FLOOOPLAINS OR NATURAL WATERCOURSES SHALL BE PERMBIED. CONTRACTORS SHALL E£RESPONSIBLE FOR VfRlf77NG ALL QUANTITIES PRIOR TO .-16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, 70 SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT - BIDDING FOR CONSTRUCTION.PROPOSED DRIVEWAY DEPRESSION �- WHICH INCLUDES FOUNDATION REOUIREMENTS(SUBDIVISIONS)AND IXPANSNE CHARACTERISTICS OF THE SOiL EROSION CONTROL NOTES 17. GRADING CER77RCA77ON BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER ®-PROPOSED STREET PARKING SPACE ^ S L ENGINEER'S E 1. ALL�RD/NANCF NOS.52�SIALL 802,E1IN ACCORDANCE CONE�CITY OF TKJN SBE BEST SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS - O S G ER'S C RTiPICA TE 18. THE SOILS ENGINEERING 1NV£5AGA770N PREPARED BY CONVERSE CONSULTANTS DATED NOV. 18 2015 AND SOILWORKS -EXISTING PERIMETER WALL MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED 817N/N THE LAKE ELSINORE `DATED OCT.14,2013 ARE A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. PER LANDSCAPE PLANS ! ------__ _- __-•------ ------ DESIGN MANUAL. _ -- - _ _---- THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED AND FOUND IO 2 THE DEVELOPER/CONTRACTOR/S RESPONSIBLE FOR ANY DISCHARGES BY 19. A RECIS]ERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CfRTIFMATION OF BUILDING PAD ELEYAIIOA! r� -EXISTING PILASTER 1. I '-`-----_..�. l -.-'-" - -- - WHERE SPECIFIC ELEVA770VVS ARE REQUIRED, THE ELEVATION(KITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN PER LANDSCAPE PLANS - - BE/N CONFORMANCE W/IH THE RECOMMENDATIONS AND SPEC/FICArIONS OUTLINED!N SUBCONTRACTORS. I i --_" - -- �. "S. T'�CAL`E- -_ THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND -PROPOSED 5'BLOCK WALL I --._ -- -_�_ - _- -_-__ --" u' p� DEVELOPMENT. 3. IN CASE OF EMERGENCY, CALL MIKE JAGELS AT (949)939-9564 (24-HOUR 10 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINE47ED IN THE FIELD PRIOR 70 COMMENCEMENT OF ANY PROPOSED TRAP FENCE W/ I I T8 - ',_--- - '� N II NNI'I i PHONE NUMBER). SMUG BE GIVEN PER LANDSCAPE PLANS I II P I'H _ 4. DEVICES 70 REDUCE EROSION DAMAGE SHALL NOT BE PLACED,MOVED,OR NOTI TIED CONSTRUCTION/GRAD/NG GATE PER LANDSCAPE PLANS 1120 21 1 ii WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY, BY 21. STABICRY CALClKAT/ONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE -PROPOSED VINYL OR WOOD , I I; 18 27 �I!', THE PERSON RESPONSIBLE FOR GRADING OPERATIONS C110N THE CONSIRLICTION SITE SHALL a ,li 76 �II ,N i� G �,`j 29 5. AREAS THAT ARE CLEARED AND GRgO£D SHALL BE UNTIED TO ONLY THE PORTION Of GATE PER LANDSCAPE PLANS 23 24 25 I� °T�, CBE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET 30' l(VERTICAL HEIGHT. I. i'� n22i - - I TORE) (ROE NO.J ILL 22. A FINAL COMPAC77ON REPORT WILL BE REQUIRED FOR ALL FILLS GRE47ER THAN ONE FOOT 1'. 111�i - -.. ) I _ _ _ - 28 f{1 VI �I ,•„eI OFESSt MANA�70 MINIMIZE 7H EXPOSURE 71�OF DISTURBED$OIL AREAS THROUGH RASING ( - g� �'•tI AND SCHEDULING OF GRADING AND fiI£USE OF TEMPORARY AND PERMANENT SOIL 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO 6£PLACED, IT MUST BE CLEARED,KEYED AND B£NCF/f0 INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO ) r I I' ��. OpEGOgP Fyo STAB/LIZAlION. - '-- It' _ _ __ {� �I `' 'P 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND OR TEN PLACEMENT OF FILL MATERIAL. SLOPES GRFA)E7t THAN 5.'i ARE REQUIRED TO BE KEYED AND BENCHED. i I I; _-_- -- 2` ss \ EARTHWORK QUANTITIES u Q m / (10)FEET 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSMUC77ON IN THE FOLLOWING STAGES• +,I I 1 17 I�� T ,,. i I� F H�'� C 84175 A IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED LF THEY WILL NOT BE. A UPON COMPLE770VV OF CLEARING AND DURING EXCAVATION AND BEFORE 84CKRLL OF ALLUVIAL COLLLMAL,AND TERRACED i I �;; � I'� S 1 50 a �(I( - ". 1, ill! \\ 'HI, 450 CY CUT 450 CY FILL * •. WORKED.WITH/N SEVEN(7)DAYS DURING THE STORM SEASON,ALL SLOPES SHALL BE AREAS AND ANY SU15MUC7URES I I I �, III ,�I 49 48 47 :. 46 I � �� { i,1 1\ o I,1 p .STABILIZED IWfMY-FOUR(24)HOURS PRIOR TO A PREDICTED STORM EVENT B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTKJN,BENCHING AND FILLING OPERATIONS J I 5 9 fh I': 30 sy CMS ` CONSTRUCTION STIES SHALL BE RE-VEGETATED AS EARLY AS FEASIBLE AFTER SOIL 1 C. DURING INSTALLATION OF BUIIRESS AND CANYON SUB-DRAINS AND FILTER MA7£RIAI I I I 16 �, r t 4 DISTUR84NCE AND WITHIN SEVEN 7 DAYS OF COMPLETION. 9 1 OFCAUF O 52 I� �,;'-- -- - �',y ':.,� ��;'(, Itl NOTE FlN/SHED FLOOR TO BE AEIOVE UPSTREAM MANHOLE OR PROMO 7. FILL SLOPES AT THE 12AC7 PER/METER MUST DRAW AWAY FROM THE 10P OF 77if D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE_ENCOUNTERED DURING CONSTRUCTION. ! 155 10 __ ����� 25 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR AN07H£R APPROVED i; y,;'; m T Ir �;, rT l I �•1 11 •,BACKWATER VALVE PER CPC 71O. FlXIURES ABOVE SUCH ElmION SLOPE AT THE CONCLUSION OF EACH WORKING DAY. I,' 3/ ` 1 1',SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE 8. THE CONTRACTOR SHALL BE RESPONSIBLE ANk HAVE SIGNS POSTED ON THE TO GROUNOCOVfR,AT TWELVE INCHES(12)ON CENTER. SLOPES OVER FIFTEEN FEET 05)IN VERTICAL HEIGHT,IN ADDITION TO 15 LIT 45 t' D l i E.,' ! 1 53 54 Tj 56 1Y'(m �;:�-"��k";1`!; �,11 9.A DUST RN SHALLB£ LC£DST PUBLIC TRESPASS IBYOINGTHE ETNODS AREAS gVER7,101TER IS UNAF'PROIEO GROl1NDCOVER,SMLL BE PLANTED WITH APPROVED TREES,SHRUBS, OR COMBINATION)HEREOF SHRUBS SHALL BE FLAWED 57 OR r I r 1" AT TEN FEET(10'J ON CENTER"TREES AT IBENIY FEET:{20)ON CENTER COMBINATIONS Flf1EEN FEET(15')ON CENTER. / /' t l -' zaa # 58 ti I 32 ', CITY ENGINEER. SLOPES OVER'THREE FEET(3)IN WRIM,AC HEIGHT SHALL HAVE PvwENr IRRlGA7TON SYSTEMS WTIH&ACK710W PREVENTION f(�H I.I \\- -- _` 11 44 _,,. 10.PLACEMENT OF DEVICES TO REDUCE E7II?S/QN.:DAMAGE K%1HTN THE DEVELOPMENT DEVICES PER U.B.C. j __ ;,,.., \`. \\', SHALL 8E SHOWN ON THE APPROVED PLAN. 1' 1 µ ~ - _ - - '• -al \'' 33 \, 11.DESIL77NG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SMU BE- 26. APPROVED fR07ECT7V£MEASURE'S AND TEMPORARY DRAINAGE PROIISbIYS MUST BE USED 70 PROTECT ALTO/NINC PROPERTIES DURING THE GRADING PROJECT. ,/ ` ` / _ �� I \1tn �tt ��\. 1 -a \ DESIGNED FOR A TWENTY-FNE(25)YEAR, SIX(6)HOUR S70RU INTENSITY. THEY MUST 27. APPROVED EROSION PREAENTIVf DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL[7£ / +'I l o;II 13 I2 i t iQ g , ,` 43 \ ` II✓ ` m 1 1 B£DETAILED ON 7H£PLANS DESIGN AND SPEC/FTC RECOMMENOAI/ONS SHALL BE f �' , \`',\ 34 \\ \ SUBMITTED FOR THE FOLLOWING IN PLACE AT THE END OF EACH DAYS WORK. �, p I //p 8 59 `' `` t ;,�.t V! •� \ \ `, A)DESIL77NG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS 28. ALL WORK SHALL CONFORM 70 THE 017Y AND STATE CONSTRUCTION SAFETY ORDERS --- _ l 4Y i\ \ B)THE EX1ENr OF ALL GRADED AREAS AND 10ENTIFICATION OF ANY TEMPORARY S K 19: THE LOCATION AND,F'ROIFCIION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMfITEf. / °r N\ \�\', STA61LIZ477ON MEASURES. TMS M. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBS/7E AT ALL TIMES { / - 7 1�C 1,1 �'I ', 35 ',\\\\ \�\\ \ C)SIZE OF DESIL77NG&1S/N OUTLET PIPE AND OVERFLOW. 31. SANITARY FACILITIES SHALL BE MANTNNED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. D)DIKE REQUIREMENTS. SHOW MINIMUM WALL W/D]N,SLOPE OF WALLS,PERCENT 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACIL/DES SHHALL BE PROVDED FOR ALL SLOPES IN EXCESS OF THREE l l( { ; �_), 41 'j u � a,, COMPACTION,£IC, FEET 3' VERTICAL HEIGHT KIWN NINETY(90)LAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL.BE IN ACCORDANCE l f. \\\ \\• „ '', i,1\ 36 =" \\ �, E)OU7LET CONDITIONS FROM THE DESIL77NG BASIN SHALL NOT EXCEED DOWNSI7tfAM WITH CITY OF LAKE.ELSINORE GRADING ORDINANCE AID 882 PRIOR TO THE APPROVAL OF RNAt INSPEC77OK j ! ' { 1 \ LIMITATIONS, WITH THE EXCfPRON OF OVERFLOW, WHICH IN 70 BE DESIGNED 70 PROVIDE " 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND 8f SOLELY J /: / ---.--- / 1 � 40 a�' \\ ' CAPACITY OF.1.5 TIMES 7Flf MAXIMUM DESIGN FLOW RESPONSIBLE FOR ANY DAMAGE 70 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPMTONS WHETHER / I \, v �\`�;.•"; L� 12 NECESSARY AYAIERW.S SHALL BE AVAILABLE ON AND AT CONVENIEN7 LOC47l OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS /J \ /' - \ 5 L `�'', - 37 1, \ �\ TO FACILITATE RAPID CONS7RUCTON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED ---- 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER I'MMED PAD,PRIOR 70 ROUGH GRADE J �' 0j r, C \. EROSION CONTROL MEASURES WHEN A 5O%OR GREATER CHANCE OF RNN WITHIN A APPROVAL. E E •+ � \\, FORTY-EIGHT(48) HOUR PERIOD/S FORECAST FOR LAKE ELSINORE BY THE NATION 35. APPROXIMATE DATE Of.•BEGINNING OPERATION..51112016 VARIES 4 V," \ 38 �' \ OCEANIC AND ATMOSPHERIC AGENCY(NOM), COMPLE710N:2/1/2018 � \ EROSION CON/ROL DEVICES SHOWN SHALL BE IN PUCE AT THE END OF EACH 1w'I o SR 28'MAX o o m \� \ ,� �•, 13 BMPS SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVAL PR07WME NG o ,`,•. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THHAN THREE INCHES(3)RILL BE o °d o \ + ���� N LAY NIlEN THE FIVE(5)LAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY(50)PERCENT PLACED IN FILLS WITHIN ROADBED AREAS OR MBE£FEET(3)Of FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND CUR F f \ j" `V\ \ 14.AFTER A RAINSTORM,ALL PROJECT-GENER47ED SILT AND DEBRIS SHALL BE REMOVED DISPOSAL METHODS RE SPECiFlC4LCY APPROVED BY THE SOILS ENGINEER. \ •£�� �� �!i' '.\\ \�` FROM CHECK BERMS,-ONSIDE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES Of 37. THE ENGHNEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN iIHSPECTION BEFORE APPROVAL. „ 2 i / !� \ ADJACENT PROPERTIES AND DEYL77NG BASINS AND THE BASINS PUMPED DRY. ANY " 38. GHIADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMEM. /! •\�, \� GRADED SLOPE BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY 39. THIS SITE HAS OBTAINED A NATIOAAL POLLUTION PREVENTION FUM/NATION SYSTEM(NPDES)PERMIT TO REGUl47E MUNICIPAL / / \\ REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT/N PEWALTES AND 1NOUS7RAL STORMWATER DISCHARGES - _ '% BNDEX MAP \• 15.CNSCHLARGAIG OF CONTAMINATED SOILS VA.SURFACE EROSION/S PROHIBITED NPDfS WDIL7/833C375137 DATE PERMIT ISSUED:1/21/2016 S PER BAN - �' �/ INDICATES SHEET NO. DH ACCESS POINTS SHIAiL.BE STABILIZED WITH ACOMB/NA110N OF 16. CONSRRUC 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OLISTRUCIIONS NO BUILDINGS OR WALLS SHALL BE PLACED AI7/N VAR ES MI IN FINISHED E 5'WN I AND SHAKER PLATES YEAR-ROUND TO PREVENT DtACK-OUT ROUTINE STREET SWEEPING ;�y,,.((' SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES ANEFFEC77VE EASEMENT LIMBS TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. , RE FLOOR i Y" VACUUM PER PUNY" CONSTRUCTION NOTES CONSTRUCTIO/y NOTES 5•MIN �=�AM PoopJ HP �� P 51 MIN °L s'MIN ALL BE PERFORMED ON ALL PAVED STREETS WHfRf RACKING/S OBSERVED. VAC FLOOR PLAN ROTATION J' �j% 3'MIN 2' 2' 3•MIN PER SEPARATE PLANS FLOOR TYPE HP ' TIP. Q1 .INSTALL 4"ASS AS7M-D 2751 SDR-35 DRAIN PIPE 815 LF HP _ R I§ - 2 INSTALL 6'SQUARE CRATE AIDS OS OR APPROVED EQUAL 32 EA PORTABLE ADA RESTROOM WITH SCREEN FENCE _ FT-FINISHED FLooR i �,✓;� �! .,J= K g © FF CONCRETE PAVING, FINISH PER LANDSCAPE PLANS �, = - Q INSTALL 4"ATRIUM GRADE AIDS 6 78S OR APPROVED EQUAL 1 EA STABILIZED DECOMPOSED GRANITE PAVING PER LANDSCAPE PLANS P-Pao !'"'"' 7r7� ��/ _� 5%OILIF ® CONSTRUCT 3"AC OVER COMPACTED NATIVE SOIL 1398 SF I I I L� �% �>� VINYL FENCE PER LANDSCAPE PLANS PER PLAN 5I A" "D--P � ���`n Q5 /NSULL 2"X4"REDWOOD HEADER 153 IF SP YARD GATE'PER LANDSCAPE PLANS s MIN - MI s 1 w ® COA67RUCT ACCESSIBLE PARKING STALL PER DETAIL SHEET 2 1 £A CONCRETE-PAVERS, FINISH PER LANDSCAPE PLANS " '� 'B"'*; E y//�`� _ �� W'�TO BE 1 Q7 INSTALL 6"WHEEL STOP PER"STEPS PLUS INC," 4 FA WATER METER PER SEWER&WATER PLANS i I E VARIES PLAN j// BUILT PER SEPARATE BUIDBG PERMIT ��tk C,OA SPECIFICATIONS PER DETAILS SHEET 2 OR APPROVED EQUAL SEWER LATERAL PER SEWER&WATER PLANS HP /It MNAO'FR01I HOUSE HP , 5'WN SECTION "A-A" y� J •.v (jr `v� PER DETAIL SHIT.3 STREET LIGHT PER STREET LIGHT PLANS =I zx LWL<Ia FROM HOUSE 8 ® INSTALL 4B°WIDE DETECTABLE WARNING SURFACING PER 32 SF w gig PL V P'p-o�w9 s F s ARMOR-TILE'PART ET ADA-S-3RNING U APPROVED EQUAL ...FIR£BOWL,PER LANDSCAPE PLANS CONCRETE BLOCK EPAR WN1 4 Nrs l ��� ' ,.'�1tiJ iR NN>ta FROM H016E I BJLT PER SEPARATE VANES SEE DETAIL SH7.3 PROPOSED BARK MULCH S6ig SORBIID PEBNT :, Io•MR Q INSTALL ADA ENTRY DIRECTIONAL SIGN 1 EA L PROPOSED PORMBCE SOCCER GOAL PG PD PD }a HP i TOPOOF BERM J 0 50 100 200 400 - n iQ CONSTRUCT EX7RA DEPTH F0077NG PER DETAIL SHHT2 J4 LF CONCRETE SIDEWALK,PER LANDSCAPE PLANS al�O , 2% -- - m "ALL COMPONENTS'`AS`§6 HATED W ICE PROVIDE THROUGH FENCE LIRA1NAGE 5 EA CONCRETE ORNEWAY,PER LANDSCAPE PLANS TYPICAL LOT DRAYAGE DET+ 2 1 INSTALL POP-UP DRNMGF EMITTER PER NDS PART 421 8 EA FREESIAND/NG METAL AND FABRIC OVfRHAED R -AL- ---- FOR MODELS IS UNDER aSE�QsQRA © STRUCTURE,PER bVIDSCAP£PLANS '4� �IINP'Iu°Eu"OF BBEERM All PER DETAIL SHT.2" SECTION "B-B' 1© CONSTRUCT TYPE D-1 6"CURB.PER COUNTY OF - 36 LF ® FREESTANDING MEDAL OVfRHAED STRUC77JRE, NOTE:SEE LANDSCAPE ARCHITECT PLAN FOR WALK GEOMETRY h LOCATION/SITE OF STEPS RIIERSIDE SIO.203 " PER LANDSCAPE PLANS BI�!/R AR NYASRD C"ABi.M. V O C7 4 v 5/2/16 W D I D#8-3 3 C 3 7 513 7 �a \�•L,`A REVISIONS: PREPAR NDER SUPERVISION OF: SCALE: " QROFEss/Q MORSE �� CITY OF LAKE ELSINORE CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��° o a � F EDWARD J.LENTH DATE �, I y"CA94 ti off . Fy,,i> RCE NO.57496 EXP. 12-31-16 DATE. I '.1 iFiil m. ecHuurz va�«ao-xs-eem SHEET 1 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST.SUITE 250 ti W _ _ `„ FAX: - REDLANDS,'CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 , No.052496 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE L A N N 1II �+ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 4 PLANNERS ENGINEERS SURVEYORS dF 3 PH; (909)796-0544 PH;.(909)796-0544 PH (951) 710_1900 MARK DESCRIPTION BY APPR. DATE *J XP C1NIL1-16�* THE STATE LAWS,AND PERMIT MAY BE ISSUED./ RIVERSIDE BENCHMABENCHMARKNO.BM E-3-70.ELEV.1279329, BRASS DISC IN CONCRETE POST 72'NORTH OF"Y ����" FAX. (951) 68$ 8681 '>TF INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27 EAST OF THE CENTERLINE OF MISSION TRAIL LOTS-�20-22 FILE NO. DESGNED BY: DRAWN BY: O'CAL\F BASIS OF BEARING MODEL BR AGRELL R 43920 DA CENTERLINE OF CEREAL SORBET,BEING N5T52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE CHECKED BY: PROJECT MANAGER:: CITY ENGINEER IMERSECTIONS OF CEREAL STREET AND SIONEMAN STREET AND CEREAL STREET AND coRYDON STREET. 1 V - - - !:\62138\PG\PG MOD-01.dwg 4/29/16 D/SSA ED PARKING ENFORCEMENT SIGN! FINISHED WALL a4RAGE WALL B'UNAUiHORIZEO VEHICLES W .1 5 14"x24"SQIDWE SIGN PARKED IN DESIGNATED FLaORIFAD SIMBLACK BORDER 1Y 4 REBAR PNS ACCESSIBLE SPACES NOT Fo INSTALLAnoN x FLOOR ELEVAnON DISPLAYING DISTINGUISHING WHITE BACKGROUND PAD- PLACARDS OR SPECW y o ELEVArON - +" ax 2% �y LICENSE PLATES'NTH DIWIL177ES B4CKGPOUND � --- Y_4' 20% AT OWNERS U fNSE 6 I 1V.! •I ' 11 Er RA DEPTH 2OX n .k Li'- 41 U (ED)F00nNO PER Pt w sty ^^� FLOW LINE TDWED VEHICLES z (�11 � ,•,"- NORA4LL (iX MIN)MAY T RECLAI�fO AT tM o r FOOMOG 0EP N uARuetE TNc NEss Pcc / I" PER SrRUC1U4LGARAGE ADDRESS ENaNEER 8 .n°ditl n,5,70P°ADP o �L HIM STOP DETAES _ - OR BY TELEPHONING ' (1ELfPNONf NUMBER)" N.T.S. YARD GARA[aE STOOPS 0 DEPTH F007M DETAL & Ali CONDITIONER PADS DETAE i\ti1ti'G I 15 EXISTING PERIMETER Nzs. N.T.S. / C, DISABLED PARKINNG \ I�N fC' 127.34 1 72 0 BLOCK WALL_ 1271.7 RIM _ ENFORECEMENT SIGN o r HP x 1ti. - 70ziNV 2 - 1271.7 RIM 2 1271.7 RIM / 2, _ _ 127 3 �\ 1270.7 INV 27 2 1271.4 RIM i fG t' - 1 0.5 INV 2 \ _ / I k 72 4 n `G 2 rz 12 ,( a�__ 1270.2 INV 1271.5 HP 1271.3 RIM 2 \ 1272.4 �-�- PROP£RTy LANE F& ____ i 1272.1 RIM FS 2 1271.7 .� I r!� _ ! 1611 HP IXLd6 1 I 1270.4 1NV_- �\ / 1270,9 RNV 2 ° ^� J H 246tG.,., .•, 1271.7 INV 2 1271.0 INV_ \� ^ I 1211.9 JL� ,I I i 1/ °X 1X /.• \ \ 1273.3a \ \ 127.29 •(,■■■. f 1272.46 I T I -• .n. I FS $ \� •• ■.....■■... e 1270 INV FS }° M 271.8 `J :'N ��� 1I272.2 f� 271.i RIM I' 1271 V } �P� / 9 •••O 1273.H2S1 A 1 HP kl �_ I 1 L I Q ® 270.7 V 1-2 .7INV --- �jV��,. • k I „^*(-� I y f 2 /05XJ 9R/ \1 ••. \ I 1 72.54 I 1271. f �E/ / 272.80•••• \ '- II Q� 7 �27 56 I X° I I -12Z1-RIM .2 G8j A �.•� 1ti (111 I �' \.� 1 FS I I I 1270 51NV I 7271.91-1 • • \1 \ `"�- _ 1272.34.,.•1271.9 I 7j "f2�.3 RIM� (Q5t - L61! � / •• . • I1271.6 2 1272. f I 1270.1 INV 2 127 q RI 2 1271.5 Hp I 12"x1BSIGN I •. •••••••••/~ 5 �� 1272.3\ II 1270.6RNV ��ry pp _y I J W27F23a .� 120 lk • ••• HP �lI' PRO H1271 9 RIM I � 6 1NV, 1 LL- 2 M- 1271.5 44 6 1271.1 RIM 2 ° % d \ k PER)Y k2 I" `LO I J 1 .1270,4_NV_ i I 1270.3 INV I WNl7E ••p y , 17�g L/NE i_4"R 1��- 1269.9 INV I (j0 HP 1271.1 RIM I ' LT1UE 1271.9 RIM . ^ 1BI 2X WN I I E---- /8' 2 1273.2E -' I 07 i2721" - 0.1 1271.9 5 I I ® 1271.4FL Y \2T1 I ED HP 1271.9 1272.54 I 1271.7 RIM HP 1-4"R St1 I 1271.3 RIM HP I \ 1 I 1 I - 2 1270.7 INV I 2 1272.14 I \ tiA C� 1F. 1271.5 RIM L O " 7 - 1271.9 1270.3 INV 2 I!�-,_ -4"R�� 8 tr� st I Hp LLI \; � ✓ \al I r {'. I - I Il�5 1271.1 RIM I �-I 1 I,. o ----- 3 1272.2 4 1: n HP \� 13 og.$,4272.94_� + ." 1 ® 'i ,j = 1 ZBR / -----' :.y I izsss INv ; 3C I L , c�'� I °,. I I`.. _,. 1 FF=1172.B7 I �3 I Z x a° or 1 I ff-1271.47 '0 272.FS _JI 1271.7'1 10 I 1271 6 RIM ... J� I I i m _ \ FS` I I 1272.0 �' _� I 2 I II I 2 1271.1 RIM I I 1�L� KGB"1 1271.5 RIM 1270.2 INV 1 1269.9 INV I P=1271. •O•• hb�ti16 1 II -�P I - { 1270.3 1NV 2 IPROPENY LIN E I I 70 I I P L.. . I iC1l_- J 11 r 1271.9 IN S0.INCH SIGN 01 • \. 1272.4 E' I ACCESSIBLE INIERNA770AWL SYMBOL \\ FS • 5 \ti1ti`' 1.- - I12715 Of ACCESSIBILITY a p I �_ �� 1_ - 0• 1272.54 I wqu DIRECTIONAL SIGN \\,. 272.29 12 '0�FS 0 0 I L`- esOfFice I -k J I ■■ ED 1 4"R r i-5.5"R J HP I HP L_--- -11741R FL/GB 1272,42 TS I JUOD {f \ 11 I 127E ,{F 127 I - `O I RKBLUE \ 1271E RIM 1 I 70.2 I 2 I _{{�` HP I L s Fil 127D@ li &1CKCROUND \ 272 F3 11 11 I 1272.74 .� (° I m".` V 1270.5;INV, I I I _ MIN/MUM FINE�50"SIGN 1 tj 1-4"R I I °' 1271. .�I - r v J 'ADD1.1 IDONAL SIG 16F REOU/RED AT \ �w =/272. 12 1271.3 RIM I 1 271At _I i ^� ACCfSSIBLE PARKING STALL V 0 II ....:269��N..� ...n 1 GF 127220 0B I- I FL/GB "VAN ACCESSIBLE"SIGN \\ 271.70 ZT 271.78 I i'S•5"R , I: N 12 1270\8 RiM / 11 I / 6 S ~ Fs 1272.10 � ��_•- >j72.64� 6 �1� �G6 I� 1269.7 INV I \ AT VAN DISABLED ACCESS ' 7271.E RIM I 2.18 I I \6 I' ( STALL ONLY �i \ 12 1270.4 INV 1 0 127 - 1 1 11 I ' I _ 5 I GF-1271.80 / \ �" Q1 I 15 RIM i272.10 / 21.49' L�N� r NO INV � .7X ' I // """ I � �I -.. r; ,I' 1271.7 RIM 4 v I ti 12701 12 1271.4 RIM / I 12 ;.r 9 1271.14 1270.5 INV �`... l " o� �• �1.20 .86' FS I 4 t�\ 1�. FS ;�\v�� a \�; ; „1 INV f 12 271.3 RIM I ^� I/,� 3T 7.,;v� ti � ,��,,,���� �2^0��:• I 270.0 INV G I� \-� -"--v ' \`� RIM INV / v} ry I G ,"� 1 � •,.���ti v,��,�, 10 �' ��,�\\�\���\�\v::j � � ,�11, "FS, _ - � "... I�, ` 1 T °'.�.�.��� ,�6g Q nS/GN DETAL 1 S B1� \�?Fr.�? \ \ I" a 54961�µ '„ti10 �1p. vp 1ti� .-•1�' �' PER 0-INCH ACCESS/&LILY SIGN �o 9.28' u � ± < 7`0 M/N- - ---- 1'MIN. E73-M7 AIL ABOVE 1g I WHEEL S7OPQ / �q1B� \ g60 \tit a \ti1g' \ry6g9 3'SOLID WHIT£ 1.0y% 0.66X ' 20X 10X 7YP.PAVEMENT 10 f, SOUTHERNESS 14X OX SYMBOL PER - - - _ - } ----------- - - 12 N SEC. 1129B.5 ,-' - ----- -------(-------------- O-}---- - - - -+ 15'TYp 4'SOLID BLUE CONSTRUCTION NOTES CONSTRUCTION NOTES J 7.5'lYP ) 6'Y" 4z1 PER SEPARATE PLANS 01 INSTALL 4'ASS ASTV-D 2751 SDR-35 DRAIN PIPE TINS LL ��D PARKING EN 'Y&T SIGN PER DETAIL � AKE dLSINOR PORTABLE AN RESTROOM%9TH SCREEN FENCE CONCRETE DRIVEWAY,PER LANDSCAPE PLANS � INSTALL 6"SQUARE GRATE NOS,/05 OR APPROVED EQUAL (•,,I Ty 1 /// o• 3w. NOS 4" DRAIN CONCRETE PAVING,FINISH PER LANDSC4PE PLANS FREESTANDING METAL AND FABRIC OW&MED © INSTALL 4'BRASS GRA7E INLET Q INSTALL ACCESIBLE DIR£CTUAWL SIGN PER DETAIL THIS SHEET 1 Cj dlVl S I ON POP-UP EMITTER 1.OX MIN./ PIPE DRAIN STAlIIUZED DECOMPOSED GRANITE PAWNC PER LANDSCAPE PLANS STRUCTURE,PER LANDSCAPE PLANS Q CONSTRUCT 3"AC OVER COMPACTED A14TIVE SOIL Q U�`D NNYL FENCE,PER LANDSCAPE PLANS ®' FREESTANDING METAL OVERHAED SRUCTURf, © INSTALL 2"X4"REDWOOD HEADER J.0'MIN. SIDEYARD GA7E PER LANDSCAPE PLANS PER LANDSCAPE PLANS © CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL THIS SHEET T -( 9'MIN. I 8'MIN. I 1/ 005 MIN. CONCRETE PAVERS,FINISH PER LANDSCAPE PLANS ® ��EASYCY ACCESSIBLE PORTABLE FIRE P,_'WIT V f 7 X' EXDNGUISHER IN SALES OMCE © INSTALL 6"WHEEL STOP PER'STEPS PLUS,INC,' SPECIRCA77ONS PER DLTAILS SHEET 2,OR APPROVED EQUAL ^ 4J HOLE OFA WRIER METER PER SEWER&WATER PLANS Z ® INSTALL 48'WIDE DETECTABLE WARNING SURFACING PER ARMOR-17LC PART NO.ALAI-S-.T648-W, OR APPROVED EQUAL,SEE DETAIL SHT3 NOTE.- ALL HAND/CAPPED STRIPING SHALL MEET ELBOW � SEWER LATERAL PER SEWER&WATER PUNS F \ STREET LIGHT PER STREET LIGHT PLANS Q INSTALL ABA ENTRY DIREC77ONAL SIGN 1"� RTZE 14 RfQUIREMEMS \ FIRE BOWL PER LANDSCAPE PLANS 10 CONSTRUCT EXTRA DEPTH FOORNG PER DETAIL THIS SHEET �" � 3/4" WASHED \�; \, HANDICAP SIGY AAD 8770MG PETAL GRAVEL S DARE \/ PROPOSED 84RK MULCH Q PROVIDE THROUGH FENCE DRAINAGE SCALE I"- O' 1 SUP DRANAGEE EiW7M PM AIDS 421 C PROPOSED PORTABLE SOCCER GOAL 1Q INSTALL POP-UP DRAINAGE EMITTER PER ADS 421 PER DETAILS HEREON NT.S CONCRETE SIDEWALK,PER LANDSCAPE PLANS 1© CONSTRUCT TYPE D-1 6"CURB PER COUNTY Of RAERSIDE STD.203 'ALL COA?PONENTS ASSOCIATED WITH OFFICE FOR MODELS/.S LMIDER SEPARA PERM.7'" 8= REVISIONS: PREPARED UNDER SUPERVISION 07: SCALE: �oFEss/O CITY OF LAKE ELSINORE CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES Og Nql 1"_10' (( Nonae , y5 0 J• V � EDWARD J LENTH 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SURE 250 y�� Fyxi RCE N0.52496 EXP. 12-31-16 DATE DATE: Olil : '. SCHULTZ Y.�i..e 22s1N9 pA����/yQ� /�R����� SHEET 2 Y REDLANDS, CA, 92373 REDLANDS, CA, 92373 RIVERSIDE, CA. 92505 No.052496 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PAX-wo-2sW61n rY1 �TJI/1L Nr. 1 I-M ' 1 BUILDING AND SAFETY PLAN CHECK CORRECTIONS 05 24 16 Bi Exp. 12-31-16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PLANNERS ENGINEERS SURVEYORS �� VILV-.7 OF 3 PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION * * THE STATE LAWS,AND PERMIT MAY BE ISSUED. M v, 20-.9 FAX: (951) 688-8681 BY APPR. DATE l9 CIVIL RIVERSIDE BENCHMARK NO.BM E-3-70,ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF LOTS 2�LG DESIGNED BY: DRAWN BY: TF CP CALIF INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL FlLE�NO. BRAD FAGRELL RCE 43920 BASIS OF BEARINQ �VLJ(CL CHECKED BY: PROJECT MANAGER: CITY ENGINEER DATE CENTERLINE OF CEREAL SrREET,BE NG N5252'48 W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTER ECiI NSn OF L REEi PND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET, -' - I:\62138\PG\PG MOD-02.dwg 5/24/16i', AMES / STORM WATER POLLUTION NOTES I i 1I L For projects that require coverage under the General Construction Permit, the property owner is responsible for ensuring that a Qualified SWPPP Practitioner(QSP)and LEGEND SWPPP Developer(00)implement and maintain the SWPPP-opproved, - ---"- _ ;' ��, pre-qualified BMP's from the California Storm water Quality Association(CASQA)handbook /website for construction to retain sediments and pollutants of concern from areas ••"••.....••. f7BER ROLLS TYPE SE-5 PER WOA _.....,. disturbed onsife to the maximum extent practicable during ANY phase of construction o - '- - _ ✓ - operations.For all other projects, the property owner is responsible for ensuring that ____ � - '-'------ r BMP's for construction are implemented to retain sediments and pollutants of concern ———_ ——— ---------------------------- measures `�• INLET PR0IECTlON T1PE SE 10 PER f.ASQA from areas disturbed onsife to the maximum extent practicable. The erosion control �'� _ include those shown on this plan as well as any additional erosion control c - measures dictated by field conditions to prevent erosion and the introduction of , ♦� / A� NOTES pollutants into existing public streets and/or onto adjacent properties during ANY phase of / Q. %� , --O�(] '" _ CONSTRUCTION I1,�O/GS construction. I (.� ; ® '� 2. for projects that require coverage under the General Construction Permit, the Storm - " INSTALL FIBER ROLLS TYPE SE-5 PER GtSQA PER DETAILS HEREON Water Pollution Prevention Plan(SWPPP)shall be kept on-site and mode available upon � ----—_-� __ -is request of a representative of the Regional Water QualityControl Board RWQCB Santa M '1 '� - .t' B INSTALL STORM DRAIN INLET PROTE077ON TYPE SE-f0 PER CASQA PER DETAILS HEREON AnaR ion and r the City of �Region /o y Lake Elsinore. J. Construction sites shall be maintained in such a condition that an anticipated storm does not cony wastes or pollutants off the site.Discharges of material other than storm water(non-storm water)are prohibited except as authorized by on individual NPDES - ' I III 5 ( permit under the statewide Genera/Permit-Construction Activity. 2® I 4. Potential pollutants include but are not limited to:solid or liquid chemical spills; : , d p..,:�-, I 21 ,' I e•-10'au, wastes from paints stains,sea/ants,solvents,detergents,glues,lime,pesticides, .v e.3, ' I ,'.ram; , ;----- ----- O�f re (200-250m) herbicides, fertilizers, wood preservatives and asbestos fibers paint flakes or stucco fragments,•fuels,oils lubricants,and hydraulic,radiator or battery fluids,•concrete and related cutting or curing residues f/ootable wastes•wastes from engin%quipment steam u . cleaning or chemical degreasing;wastes from street cleaning,•and super-chlorinated I "X f"STAKE potable water from line Bushing and testing.Dunng construction,disposal of such - e „ I L---- I o u1(200-250 sT materials should occur in a specified and controlled temporary area on-site physically - -"t +' _ ( - 1 sPACE 5•-t•0.a separated from potential storm water runoff, with ultimate disposal in accordance with local,state and federal requirements. ei ' y 5. Runoff from equipment and vehicle washing shall be contained at construction site I )VOTE, 1.S ' .I i ' 1.STRAW ROLL 1SEICURE STA IAO OF r 1N£ and must not be discharged to receiving waters or the local Stam1 drain System. � ® I PLICEMENT AND SECURE S7AK/NC OF 7HE ROLL/N II - A TRENCH 3"-5" 75-125mm DEEP,DUG ON 6. Appropriate BMPs for construction-related materials wastes spills or residues shall i CONTOUR. RUNOf MUST NO1 BE ALLOWED TO RUN be implemented to eliminate or reduce transport from the site to streets,drainage �, �-- ,LL � ! UNDER 0R AROUND ROLL. : facilities or adjoining properties by wind or runoff. 7. Material storage and staging areas shall be established.Fuel tank,portable toilets, p �+ liquids,gels and powders shall have secondary containment and be stored away from all - j�� 'I "J'—--— -—71——-— — — '— ——— ———_—" �A1 FIBER ROLLS DETAALS private/public storm water conveyance systems,sidewalks,rights-of-ways and / k `' - ' - n . flow-lines. // A i NOT TO SCALE:. 8. Al!portable mixers shall have plastic liners underneath with grove/bogs places on / e the down-hill side of the liners to contain discharges. �// - _ 9. Controlled street washing will only be allowed prior to the application of asphalt sea! k` coats and only when afl pertinent drainage inlets are protected. 10. All construction contractors and subcontractor personnel are to be made aware of the required BMPs and good housekeeping measures for the project site and any i >: associated construction staging areas. ,:-- -- - IARE AGRAPEZ CK�7/aN7L>' 11. Discharging contaminated groundwater produced by dewatenng groundwater that has infiRrafed into the construction site is prohibited.Discharging non-contaminated groundwater produced by dewatenng activities may require a National Pollutant Discharge _ Elimination System(NPDES)permit from the Region/Water Quality Control Board. 12, Storm water runoff shall not be directed over any slopes without permanent down - - drains installed.Erosion and sediment controls including maintenance are required on all exposed slopes until sufficient permanent landscaping has been established. 100%slope protection must be in place prior to the issuance of the final certificate of occupancy. _ ARADRAJN 13. Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which are not adequately protected with desi/ting basins or other temporary does of or control measure* 14. Stockpiles of soil shall be property secured with BMP's to eliminate or reduce sediment transport from the site to streets,drainage facilities or adjacent properties. 15. For project requiring coverage under the Construction Genera!Permit special attention shall be givento preparation and installation of the Rain Event Action Plan SCALE 1"=20' `\ .(REAP)as required based on site Risk Level or as mandated by the Santo Ana Regional Board NPDES Permit,General Permit-Construction Activities. _ 16 At the end of each day of construction activity,al/construction debris and waste !y materials shall be collected and properly disposed of in covered trash or covered recycle bins. STORM DRAIN INLET PROTECTION DETAILS 17. This site has obtained a National Pollution Prevention Elimination System (NPDES)permit to regulate municipal and industrial storm water discharges. �J NOT TO SCALE NPDES WDID/8-JXJ75137 DATE WDID ISSUED. January first 2016 f8. The ersgned ci'1 engineer,o qualified OSP and/or OSD will review placement Of e 'n antral and insure tho�work is in accorance with the approved plans. Signature E.No. £xp Date 1.20, -• DETAIL 1 1. HOLES CTSK.HOLES _ 0.25' `von 20 DOMES 0 2.35"NOM.SPACING O/C o o f 0.25°DIA CTSK.HOLES b (TYP 12 LACATIONS) - O O O O O O O, ®. 0 QO OO ® OO OO OO 0 O OO OO OO OO d ° d ------- o o—o--o— o 0 0 @1 ® o 0 0 0 0 0 o 0 0 0 0 O o oho O 1 I APPLY TACTILE BOND AND SEAL 11 O O 0 (PART NO.IME ER OF 0) 000 OO 10 ® OO OO OO O0 OO OO OY CYT 0 0 OO 0 0 0 OO 0 I PERIMETER SEALANT AT PERIMETER OF TILE ° I O O O i AFTER INSTALLING FASTENERS TOOL SMOOTH O O D O O a ®1 O @ 0 0 OO OO 0 0 V 6 Oo po Oo po po OO OO p i® TO BLEND 11L_EDGE NTH ADJACENT SURFACE Q I ° 0000000 c, i0i 0 O O OO OO 0 0O �.� O OO O OO OO 0 0 OOI® 90^POINTS 0 000000000 o a, oo 00000 � � 0000000mlp °.' 00 00000000000 00 u AND 0045"RICHIN o- O O O O Oo .0 O O Oo © O 0 ®1 1. 235' APPLY TA TLE PART NO.TBS-010) Q 0 00 0 0 0 0 0 O O O O o 0 00 00 O L— ---------� �-----------� oso o.as" 0.+5• 00 000000000000000000 z 0 0 0 O O 0 0 a 0 O OO OO 0 OO 0 0 0 0 0 0 �o TERcHc�ADHESIVE ° L -- - ---- \ N 0 0 000000 OF 0000000 000 0I0 0 0 0 0 O 0 0 C� 0 O OO OO OO OO OO 00�0 i 1 �ossEOAREAs r _ \�(S�� 0 00000000000 00 0 0100000000Ip (to0000000l0 ° d I ; ss' j( V O 000000000 O v 1 / 0.25•x1.5'L000LOR I d a 0000000 ®1 0 OO Qo Qo 00 Qo Qo 0 V Oo Qo 0 Qo 00 0o Oo I® MATCHED EXPANSION ANCHOR I q p {{ lO)V O I I (PART NO.ADA-S-ANCH) : -"d O(�" 0 0 0 o O A OO I OO OO OO OO OO OO OO 0 0 0 0 0 0 1 0 ° " wJ 00 000 < 000 os0° �I00000000 � � o00000 oI� 5, d c BOSS AROUND PERIMETER SECTIN O 000 O 0 Q DETAIL 2. AND AT CENTER OF TILE 0 OO O OO OO o Li o-o o-o o O SYSTEM TYPICAL THROUGHOUT DRILL 0.25e HOLE r-r 4 'p O O O 000 ° L--------- J SOUND-ON-CANE AMPUFI1NG +v �.� 1. ° NOTE. m 0 0 0 0 0 O O O O 0 0 o O O O O ® O SYSTEM sZ AL RTYP'ODUGH To 3s DEEP AT TALLAPQNF DET�ILr rt -� o.a9 7s' 375" FlELD LEVEL o TILE PERIMETER 375• 7 MICRO "' PLAN - TILE uN10&SIDE OF TILE FOR sTRUCTURAL - L1 Y �1 „� 2.50"MADE.0.03 DEEP ROBS AT NOT TO SCALE r— m DETAIL 1 36 POINTS PER NOT To SOAP THROUGH CENPERIMETER ER ov TILE 21 V NOT TO SCALE SQUARE INCH- . n A!5RA R-T)L.E' PART No. ADA-S-3648-W DETAILS NOT TO SCALE fhb bV, 512 //6 ALL COWPOW--IVTS ASSOW TED WITH OFFICE FOR MODELS IS LIFER SEPARATE PERMIT' SCALE: A. CITY OF LAKE ELSINORE QROEESS/D 4-I1_,J1I J AV ® MoflaE am,sso CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��°�Lo a EDWARD d LENTH DATE l I� Fy Z N ` 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 y RCE NO.52496 EXP. 12-31-16 VN 91>YSI Z DATE: t4lA�At 1 8CHULTz FA19/P2A SHEET 3. 6 FLAN REDLANDS, CA. 92373 REDLANDS,CA. 92373 RIVERSIDE, CA. 92505 No.052496 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE y z EROSION. SE®,�lIEI�T � ,,, .m o a � . OF SExp.12-31-16 TEETSI AND/OR CITY AND PLANNERS ENgINEER8 SURVEYORS PH: (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 I STATLAW,AND PERMIT MAY BE ISSUED. BA K , DETAILS MARK DESCRIPTION BY APPR. DATE CIVIL �Q• RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST'72'NORM OF'Y TRACT NO.332� FILE No.. _ FAX: (951) 688-8681 '9Tt- 16 INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL �If�IC �1'� 'p°�+ �1�AA . DESIGNED BY: DRAWN BY: CAL\F BRAD AGRE R 43920 DAB Bass OF BEARING: P,iYiJDEL SITE E LOTS S ZV-L6 `�CITY ENGINEER - CENTERLINE-, CEREAL STREET,BANG STONEMAN S STREET AN MONUMENTS CEREAL ST 3 AND 4,BANG'THE CEMERllNE CHECKED BY: PROJECT MANAGER: NS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON 5RiEtT. I:\62138\PG\ERO MOD-03.dwg 4/28/16