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HomeMy WebLinkAboutMason Motorsports_2021-09-27_Entitlement Plans CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT ABBREVIATIONS PROJECT DATA �q W ANGLE G.C. GENERAL CONTRACTOR R.C.P. REFLECTED CEILING PLAN APPLICABLE CODES ,e�■� �L CENTERLINE G.F.I. GROUND FAULT INTERRUPT R.D. ROOF DRAIN ( , 04 POUND or NUMBER GA. GAUGE R.O. ROUGH OPENING CITY OF: LAKE ELSINORE V.,J w BUILDING: 2019 CALIFORNIA BUILDING CODE & AND GALV. GALVANIZED R.O.W. RIGHT OF WAY STRUCTURE: 2019 CALFORNIA BUILDING CODE l / (E) EXISTING GL. GLASS R.T.U. ROOF TOP UNIT MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE MASON MOTORSPORTS E @ AT GND. GROUND R.W.L. RAIN WATER LEADER ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE - DIAMETER or ROUND GR. GRADE RAD. RADIUS PLUMBING: 2019 CALIFORNIA PLUMBING CODE 0 DIAMETER GYP. GYPSUM REF. REFERENCE FIRE/LIFE SAFETY: 2019 CALIFORNIA FIRE CODE(WITH LOCAL AMENDMENTS) ,�7 E ENERGY: 2019 STATE OF CALIFORNIA ENERGY CODE REFR. REFRIGERATOR U 2019 STATE OF CALIFORNIA GREEN BUILDING CODE A.D. AREA DRAIN H.B. HOSE BIBB REINF. REINFORCE(D) ACCESSIBILITY: 2019 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDS p ACOUS. ACOUSTICAL H.C. HOLLOW CORE REQ. REQUIRED ADJ. ADJUST,ADJUSTABLE or H.M. HOLLOW METAL R . RESILIENT LAKE E L S I N O R E , C A 92530 0 ADJACENT H.P. HIGH POINT RG REGISTER CHAPTER 3-USE&OCCUPANCY CLASSIFICATION AGGR. AGGREGATE H.V. HIGH VOLTAGE RM.M.TR ROOM AL. ALUMINUM HDWD. HARDWOOD RWD. REDWOOD APPROX. APPROXIMATE(LY) HDWE. HARDWARE OCCUPANCY SECTION USE PROPOSED AREA(SF) ARCH. ARCHITECTURAL HORIZ. HORIZONTAL S. SOUTH ASB. ASBESTOS HR. HOUR S.A.F. SELF-ADHERED FLASHING B/BUSINESS (304) OFFICE SEE ALLOWABLE AREA BELOW ASPH. ASPHALT HT. HEIGHT S.C. SOLID CORE F•1/FACTORY (306) MANUFACTURING SEE ALLOWABLE AREA BELOW B O.C. BOTTOM OF CONCRETE J . S.C.D. SEAT COVER DISPENSER I.D. INSIDE DIMENSION (S.D. SOAP DISPENSER S-1ISTORAGE 311) WAREHOUSE SEE ALLOWABLE AREA BELOW B.O.M. BOTTOM OF MULLION I.H.P. INTERMEDIATE HIGH POINT S.F. SQUARE FOOT B.O.P. BOTTOM OF PANEL INSUL. INSULATION or INSULATED S.I. SQUARE INCH CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS B.O.R. BOTTOM OF REVEAL INT. INTERIOR S.N.D. SANITARY NAPKIN BD. BOARD DISPENSER ALLOWABLE BUILDING HEIGHT: - BITUM. BITUMINOUS J.B. JUNCTION BOX S.N.R. SANITARY NAPKIN BLDG. BUILDING JAN. JANITOR RECEPTACLE N BILK. BLOCK JST. JOIST S.S. STAINLESS STEEL o w d BLKG. BLOCKING JT. JOINT S.SK. SERVICE SINK o c m _ - BM. BEAM S.T.C. SOUND TRANSMISSION MAIN OCCUPANCY _ w BOT. BOTTOM COEFFICIENT .,m,w� - >' K.O. KNOCK-OUT w Q o LL o 2 - @ k g SCHED. SCHEDULE K.P. KICK PLATE C.B. CATCH BASIN K.W.H. KILOWATT HOUR SCWD. SOLID CORE WOOD _ m a <a R w $ $Q C.G. CORNER GUARD SECT. SECTION y yQ i «d a a 10 KIT. KITCHEN C.I. CAST IRON SH. SHELF c.5 6b M m C.O. CASED OPENING L.P. LOW POINT SHR. SHOWER S-1 S 75'-0" 3STORY 34'-00" 1STORY C.O.M. CENTER OF MULLION SHT. SHEET L.S. LIMESTONE C.O.R. CENTER OF REVEAL L.V. LOW VOLTAGE SIM. SIMILAR :caL t CAB. CABINET L.W.C. LIGHT WEIGHT CONCRETE SPEC. SPECIFIED or ALLOWABLE BUILDING AREA: ` CEM. CEMENT(ITIOUS) LAB. LABORATORY SPECIFICATION $T SQUARE 7UNU#EMDAA7R-A#LOWE�D PERCER. CERAMIC LAM. LAMINATED) STA. STATION CLG. CEILING LAY. LAVATQRY AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDESCLKG. CAULKING STD. STANDARD LIN. LINEA CLO. CLOSET LID. LIQUID STO STEEL CLR. CLEAR LKR. LOCKER STOR. STORAGE CNTR. COUNTER LT. LIGHT STRL. STRUCTURE or PROPOSED FIRST FLOOR AREA 23,270 S.F. STRUCTURAL COL. COLUMN LTL. LINTEL .`' . SUPP PROPOSED SECOND FLOOR AREA 2,179 S.F. CONC CONCRETE LVR. LOUVER SUPPLEMENTARY 0 - ¢ CONN. CONNECTION SUSP. SUSPENDED PROPOSED TOTAL BUILDING AREA 25,449 S.F. CONSTR. CONSTRUCTION M.B. MOP BASIN SYMM. SYMMETRICAL CONT. CONTINUOUS M.C. MEDICINE CABINET - -- - - CORR. CORRIDOR M.O. MASONRY OPENING T&G TONGUE AND GROOVE CTR. CENTER MAINT. MAINTENANCE T. TREAD CHAPTER 6-TYPES OF CONSTRUCTION CTSK. COUNTER-SUNK MAN. MANUAL T.B. TOWELBARj. w TYPE OF CONSTRUCTION(602) TYPE: III-B •� ;r- o MAS. MASONRY T.C. TOP OF CURB _ LL D.F. DRINKING FOUNTAIN MAX MAXIMUM T.D. TRENCH DRAINS D.O. DOOR OPENING MECH. MECHANICAL T.O.C. TOP OF CONCRETE BUILDING ELEMENTS (TABLE 601) D.S. DOWNSPOUT MEMB MEMBRANE T.O.M. TOP OF MULLION - D.S.P. DRY STANDPIPE MET METAL T.O.P. TOP OF PARAPET STRUCTURAL FRAME 0 HR Q . - DBL. DOUBLE MEZZ. MEZZANINE T.O.R. TOP OF REVEAL EXTERIOR BEARING WAU S 2 HR. DEPT. DEPARTMENT MFR. MANUFACTURER T.O.REC. TOP OF DEEP RECESS INTERIOR BEARING WALLS 0 HR. LO DET. DETAIL MH. MANHOLE T.O.S. TOP OF STEEL DIA. DIAMETER MIN. MINIMUM T.O.W. TOP OF WALL EXTERIOR NON-BEARING WALLS SEE BELOW o DIM. DIMENSION MIR. MIRROR T.P. TOP OF PAVEMENT INTERIOR NON-BEARING WALL$ 0 HR. O DISP. DISPENSER MISC. MISCELLANEOUS T.P.D. TOILET PAPER DISPENSER FLOORS 0 HR. ^ Q DN. DOWN MTD. MOUNTED T.V. TELEVISION I— r, DR. DOOR MILL. MULLION TEL. TELEPHONE ROOF 0 HR. /0 lJ DWG. DRAWING TER. TERRAZZO OWNER ARCHITECT SHEET INDEX LYLi DWR. DRAWER N. NORTH THK. THICK N.I.C. NOT IN CONTRACT TOL. TOLERANCE EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 602) Il E. EAST N.R.C. NOISE REDUCTION TYP. TYPICAL NORTH EXTERIOR WALL(X>30') 0 HR.U.C. UNDERCUT H O E.J. EXPANSION JOINT COEFFICIENT SHEET ISSUED,WITH MODIFICATIONS • ISSUE E.P. ELECTRICPANELBOARD N.T.S. NOT TO SCALE EAST EXTERIOR WALL(X>30') 9 HR. MASON MOTORSPORTS WARE MALCOMB SHEETISSUED,NOMODIFICATIONS O O E.W.C. ELECTRIC WATER COOLER NO. NUMBER U.H. UNIT HEATER SOUTH EXTERIOR WALL(X>30') 0 HR. 0 Z EA. EACH NOM. NOMINAL U.L. UNDERWRITERS' WEST EXTERIOR WALL(X>30') 0 HR. EL. ELEVATION LABORATORIES 18520 W.MINTHORN STREET PH:951.245.0054 PM:DANIEL SCHNIZLER - ELEC. ELECTRIC(AL) O.A. OVERALL U.O.N. UNLESS OTHERWISE NOTE LAKE ELSINORE,CA 92530 E:MASONMOTORSPORTS@GMAIL.COM 3911SorrmroValleyBVE.#120 P 858.638.7277.1346 ARCHITECTURAL = Z J ELEV. ELEVATOR O.C. ON CENTER UNF. UNFINISHED San Diego,CA 92121 F858.638.7506 tlschnizler@waremalwmb.com EMER. EMERGENCY O.D. OUTSIDE DIAMETER UR. URINAL A-0.1 TITLE SHEET O ujA-1.1 SITE PLAN � _ rn ENCL. ENCLOSED or ENCLOSURE O.F. OUTSIDE FACE A-1.2 FENCE AND WALL PLAN V) W EQ. EQUAL O.H. OVERHEAD or OPPOSITE V.C.T. VINYL ERIFYI FIELD COMPOSITE TILE SITE DATA GENERAL CONTRACTOR A-2.1 OVERALL FIRST FLOOR PLAN Q Y EDPT. EQUIPMENT HAND V.I.F. VERIFY IN FIELD EXP. EXPANSION OBS. OBSCURE V.P. VISION PANEL A-2.2 ENLARGED FIRST FLOOR PLAN • EXPO. EXPOSED OFF. OFFICE V.R. VAPOR RETARDER A-2.3 ENLARGED FIRST FLOOR PLAN � J OF A-2.4 ENLARGED SECOND FLOOR PLAN EXST. EXISTING OPNG. ENING VAC. VACUUM SITE DATA EXT. EXTERIOR OPP. OPPOSITE VERT. VERTICAL HAMANN CONSTRUCTION A-3.1 OVERALL ROOF PLAN VEST. VESTIBULE LOT 68,025 S.F. (1.56 AC.) A-4.1 COLORED EXTERIOR ELEVATIONS F.A. FIRE ALARM P.C. PRECAST VIT. VITREOUS BUILDING AREA 25,449 S.F. GREGG HAMANN A-4.2 COLORED EXTERIOR ELEVATIONS F.A.R. FLOOR AREA RATIO P.J. PANEL JOINT 1000 PIONEER WAY PH:619.440.7424 A-6.1 RENDERINGS P.LAM. PLASTIC LAMINATE FRONT SETBACI( 20 FT EL CAJON,CA 92020 E:GREGG@HAMANNCO.COM ARCHITECTURAL SHEET COUNT:11 F.B. FLAT BAR W. WEST F.D. FLOOR DRAIN P.S.F. POUNDS PER SQUARE W.C. WATER CLOSET INTERIOR SETBACK 0 FT - F.E. FIRE EXTINGUISHER FOOT W.I. WROUGHT IRON LANDSCAPE _ F.E.C. FIRE EXTINGUISHER P.T.D. PAPER TOWEL DISPENSER W.P. WORKING POINT w CABINET P.T.R. PAPER TOWER M DISTRICT(20K SF)@ 1/500 40 REQUIRED LANDSCAPE CONCEPT PLAN _ RECEPTACLE W.S. WEATHER STOP or CONSULTANTS VICINITY MAP LCP-LCP-1 2 HYDROZONE MAP,NOTES,ANDWATER CALCS. • - Do Y F.H.C. FIRE HOSE CABINET STRIPPING M DISTRICT(<20K SF)@ 1/100D 6 REQUIRED ¢ PL. PLATE LANDSCAPE SHEET COUNT:2 a U F.O.C. FACE OF CONCRETE W.W.F. WELDED WIRE FABRIC - g a F.O.F. FACE OF FINISH PLAS. PLASTER W/ WITH TOTAL PARKING REQUIRED 46 REQUIRED w °C z F.O.M. FACE OF MULLION PLYWD. PLYWOOD W/0 WITHOUT CIVIL F.O.$H. FACE OF SHEATHING POL. POLISH(ED) yVD. WOOD STANDARD PARKING PROVIDED 48 STALLS LANDSCAPE ARCHITECT _ J F.P. FIREPROOF PR. PAIR WPM WATERPROOFING HOWARD&ASSOCIATES JULIE HOWARD C-1 COVER SHEET F F.S. FULL SIZE PT. POINT MEMBRANE ACCESSIBLE PARKING PROVIDED 3 STALLS C-2 DETAILS �JJ � 2442 SECOND AVENUE PH:619.871.0772 C-3 HORIZONTAL CONTROL PLAN J w FDN. FOUNDATION WAS WEATHER/WATER TOTAL PARKING PROVIDED 51 STALLS SAN DIEGO,CA 92101 E:JULIE@HOWARDASSOC.COM C-4 GRADING PLAN FIN. FINISH(ED) O.T. QUARRY TILE RESISTIVE BARRIER _ FL. FLOOR DUAL. QUALITY WSCT. WAINSCOT SHORT-TERM BICYCLE PARKING 4 STALLS C-5 UTILITY PLAN FLASH. FLASHING OUAN. QUANTITY WT. WEIGHT LONG-TERM BICYCLE PARKING 4 STALLS CIVIL ENGINEER C-7 EROSION CONTROL PLAN - o FLUOR. FLUORESCENT • FT. FOOT or FEET R. RISER WARE MALCOMB SAM BELLOMIO C-8 EROSION CONTROL DETAILS FTG. FOOTING RB. RUBBER/RESILIENT BASE ACCESSOR'S PARCEL NO, 377-M-016 CIVIL SHEET COUNT:8 - 3911 SORRENT VALLEY BLVD.#120 PH:858.638.7277 O PURR. FURRING FUT. FUTURE SAN DIEGO,CA 92121 E:SBELLOMIO@WAREMALCOMB.COM OQi Fq = 9Lq G.B. GRAB BAR - PA/PM: DSCHNIZLER SYMBOLS N DRAWN BY.: HIM � PROJECT SITE �P?`0y 15 � JOB NO.: SDG21-0008-00 G X SECTION REFERENCE XXX NOT TO SCALE SHEET a KEYNOTE INDICATOR A XX SHEET NUMBER �/ FINISH INDICATOR X EXT.ELEVATION REFERENCE Axn _ A 0■ 1 _REVISION CLOUD& - XX SHEET NUMBER DELTA NUMBER CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED/PRINT WLu E '_ U COLLIER AVENUE 30'-0" w DRIVEWAY � in O T,CPr \ ✓, �, 113 I 108 a � 126 \ � -71 '107 ,I I 123 113 \ ILA _ F_A -" n a I �I 2 ,os LS Nome F-� ILDING SETBA K 105 -nn PROPOSED BUILDING TYP. II ADJACENT I mo'im' / 9 FIRST FLOOR: +/- 23,270 SFPROPERTY SECOND FLOOR: +/- 2,179 SF ui TOTAL: +/- 25,449 SFLL ADJACENT ✓ O C/) PROPERTY ui o O O O O P. (� CO N '' LL 113 114 ^0 O ! p 125 118 /LL/� U T 118 V J a 3 w I - O FT— TYP. G os O W o u I 113 O6 � � 10 10 TYP. i 101 � G Q -P. ADJACENT PROPERTY SITE PLAN ��� 0 10' 20' 40' 100' SCALE:1"=20'-0" VICINITY MAP: KEYNOTES: o LEGEND Y Y �U 101 PROPERTY LINE. 115 CONCRETE SIDEWALK. z g a 102 ACCESSIBLE ENTRY SIGNAGE. 116 WROUGHT IRON FENCE. ACCESSIBLE PATH OF TRAVEL.1:20 MAX.SLOPE,2%MAX.CROSS SLOPE. Q Q z 103 ACCESSIBLE PARKING STALL WITH SIGNAGE. 117 WROUGHT IRON GATE. J w 104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE. 118 WROUGHT IRON ROLLING GATE. — - - — PROPERTY LINE. w 105 PAINTED PARKING STRIPING PER CITY STANDARDS. 119 CONCRETE STOOP. Lij L- 106 2'-0"PARKING OVERHANG. 120 CONCRETE RAMP. 4 POLE MOUNTED LIGHT FIXTURE. w 107 PRECAST CONCRETE WHEELSTOP. 121 CONCRETE RETAINING WALL. WALLPACK LIGHT FIXTURE. 108 ACCESSIBLE PATH OF TRAVEL.1:20 MAX.SLOPE,2%MAX.CROSS SLOPE. 122 GALVANIZED RAILING. 109 ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES. 123 BIKE RACK. w N T TRANSFORMER WITH CONCRETE PAD.(PROVIDE PROTECTION r 110 FIRELANE ENTRY SIGNAGE. 124 POURED IN PLACE CONCRETE MONUMENT SIGN WITH GROUND MOUNTED BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS) ao N 111 FIRELANE SIGNAGE. ILLUMINATION. 112 FIRELANE CURB,DASHED LINE INDICATES EXTENT OF CONTINUOUS CURB TO BE 125 TRASH ENCLOSURE WITH RECYCLE BIN. LANDSCAPE AND IRRIGATION AREA. 0'O PAINTED RED. 126 EASEMENT LINE. 113 LANDSCAPE AND IRRIGATION AREA. 127 CLEAN AIR/VANPOOUEV DESIGNATED PARKING STALL. FIRE LANE(HATCHED) '9L� 114 CONCRETE TILT UP SCREEN WALL. 128 SHORT-TERM AND LONG-TERM BIKE PARKING FOR THE PUBLIC AND EMPLOYEES. T 129 TRANSFORMER. 1O PARKING STALL COUNT TOTAL PA/PM: DSCHNIZLER N �`�� 15 � O DOCK HIGH TRUCK DOOR DRAWN BY.: HM PROJECT SITE SDG21-0008-00 � G�� � FIRE HYDRANT JOB NO.: >; NOT TO SCALE F P.I.V.WITH TAMPER SHEET v � a A- 1 . 1 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED/PRINT WLu E COLLIER AVENUE W \ � I � � t= _� ° � — I & A cA 1 n.5 M a a F- L1 L_ ADJACENT I � PROPERTY I I w W ADJACENT U PROPERTY ' I z _ 0 0 0co 114 „4 I Lo - - rn I U U 118 118 O fr O O 4— —„4 „4 zp w W 114 C¢C ADJACENT G Q PROPERTY FENCE AND WALL PLAN 0"20'1"= - - 0 10' 20' 40' 100' SCALE: z Q VICINITY MAP: KEYNOTES: o LEGEND Y Y �U 101 PROPERTY LINE. 115 CONCRETE SIDEWALK. J g n 102 ACCESSIBLE ENTRY SIGNAGE. 116 WROUGHT IRON FENCE. — - - — PROPERTY LINE. Q Q z 103 ACCESSIBLE PARKING STALL WITH SIGNAGE. 117 WROUGHT IRON GATE. 104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE. 118 WROUGHT IRON ROLLING GATE. 0 ROD IRON ROLLING GATE. 105 PAINTED PARKING STRIPING PER CITY STANDARDS. 119 CONCRETE STOOP. 0 0 F- 106 2'-0"PARKING OVERHANG. 120 CONCRETE RAMP. z w 107 PRECAST CONCRETE WHEELSTOP. 121 CONCRETE RETAINING WALL. CONCRETE TILT UP WALL. Q 108 ACCESSIBLE PATH OF TRAVEL.1:20 MAX.SLOPE,2%MAX.CROSS SLOPE. 122 GALVANIZED RAILING. 109 ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES. 123 BIKE RACK. LL w N 110 FIRELANE ENTRY SIGNAGE. 124 POURED IN PLACE CONCRETE MONUMENT SIGN WITH GROUND MOUNTED U a�` 111 FIRELANE SIGNAGE. ILLUMINATION. z m 112 FIRELANE CURB,DASHED LINE INDICATES EXTENT OF CONTINUOUS CURB TO BE 125 TRASH ENCLOSURE WITH RECYCLE BIN. LL.I c PAINTED RED. 126 EASEMENT LINE, ILL 113 LANDSCAPE AND IRRIGATION AREA. 127 CLEAN AIR/VANPOOUEV DESIGNATED PARKING STALL. IT F9.4 114 CONCRETE TILT UP SCREEN WALL. 128 SHORT-TERM AND LONG-TERM BIKE PARKING FOR THE PUBLIC AND EMPLOYEES. LF 129 TRANSFORMER. PA/PM: AppfoVef N DRAWN BY.: Author 0� 75 PROJECT SITE (D JOB NO SDG21-0008-00 � GHQ?� F� NOT TO SCALE SHEET v a A- 1 .2 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT KEYNOTES: o �q 201 CONCRETE FLOOR SLAB. _203 CONCRETE TILT-UP PANEL. 204 BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"THICK INSULATED GLAZING,SOLARGRAY(OR APPROVED EQUAL). tY 205 PANEL JOINT. a 1 � E E 4 W � C J 1 4, 10'-4" 69•-4" 3 d 40'-8" 50'-0" 50'-0" 48'-8" 15'0" 10.0.. 25'0" 25'0" 25 0" 25'0" 2T 0�' 27'-0" o a F g 204 - D - D _- == I C - C I I - IT 4 J I TMP I 4 2 0 LEI 1.11 Lo A-4.2 L — — — — B O7 zos Q U) 4 O fr O Z J � ui w A 203 O G Q TYP. J I I I 27'-8" 2'-0" 16'-0" 27'-0" 27'-0" 10'0" 27'0" 27.8" 40'-8" 50"0" 50.-0" 48'-8" 189'-4" a ow 1 2 3 4 5 o Na Y o A-4.1 LIL a a w n z (n z w Q w EL J J w J < wN W oC4 LEGEND > 0 0 CONCRETE WALL CONCRETE WALL WITH FURRING PA/PM: DSCHNIZLER 1HR FIRE-RESISTANCE RATED HM o INTERIOR NON-RATED PARTITION DRAWN BY.: JOB NO SDG21-0008-00 F F SHEET v a FIRST FLOOR PLANIR 1 0 8' 16, 32' 64' SCALE:1/16 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT KEYNOTES: o �q 40'-8" 50'-0" 2013 CONCRETE FLOOR SLAB. = 20 CONCRETE TILT-UP PANEL. 15'-0" 10'-0" 25'-0" 25'-0" 25'-0" 204 BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"THICK INSULATED GLAZING,SOLARGRAY(OR APPROVED EQUAL). X � E 204 p FYI d d D w s= j a - r17 Q - - - - - - - - - - - - qm III_ - IIIIIII II III IIII II III IIII II - I IIIIII- II }11-1. 2 TVP 4 c� r, LO - - - - - - - - - - - - - - - - - - - - - - - rn T � v 0 fr o 0 z Z J O w - II II a Ljj Q Y Y � Z �a Q w n A A J �Z LIJ 203 ~ TYP. O w Q J z U_ w N W oc4 I LEGEND - 0 CONCRETE WALL 27'-8" 2'-0" 16'4" 2T-0" CONCRETE WALL WITH FURRING LJ PA/PM: Approver 40'-8" 50'-0" 1HR FIRE-RESISTANCE RATED .: o INTERIOR NON-RATED PARTITION DRAWN BY Author JOB NO.: SDG21-0008-00 r1 3 L 2 Ad.1 SHEET a a ELARGED FIRST FLOOR PLAN 1 o A-2.2 0 4' 8' 16' 32' SCALE:1/8^=1'-0" CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT 5 KEYNOTES: o �q 201 CONCRETE FLOOR SLAB. _ 50'0" 48'8" 203 CONCRETE TILT-UP PANEL. 25'-0" 27'-0" 27'-0" 101`4^ 205 PANEL JOINT. � E � E Ell 0 J II 2D, II _ TYP 1 VJ - N 4 rn - - - - - - - - - - - - - � O a � U 205 TYP O w fr O O - z z J O w 4 a Y y I I � Z �a Q wa J Q z W A aA A w QO 203 J LL w N TYP. Z w 0C4 LEGEND - 0 CONCRETE WALL CONCRETE WALL WITH FURRING PA/PM: Approver 27'-0" 10'-0" 27'-0" 27'-8' 1HR FIRE-RESISTANCE RATED Author o INTERIOR NON-RATED PARTITION DRAWN BY.: 48'-8" SOB NO.: SDG21-0008-00 3 SHEET 118"=1'- ENLARGED FIRST FLOOR PLANizz 1 o A-2.3 J 0 4' 8' 16' 32' SCALE:1/8 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT 1 2 3 KEYNOTES: o �q Ad.1 40'-8" 50"0" 204 BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"THICK W INSULATED GLAZING,SOLARGRAY(OR APPROVED EQUAL). ,ems 10'-0" 25'-0" 25.0" 25'-0" ( , a zoa � w J 3 d ❑ H C 'Fm C a L P. I I 4 I I - 2 A-4.2 I I O Cy) Lo B — — — — — — — — — — — — — — — — — — — — Q o w o fr o 0 - z J 4 p w Q Y Q J I I I I z w �a Y 0z � Qa w n W J z nn w qEll q C) w w0 C7 w � O I I < LL i 3 Z LEGEND w 2T-8" 2'-0" 16'-0" 2T-0" 0 CONCRETE WALL CONCRETE WALL WITH FURRING PA/PM: DSCHNIZLER 1HR FIRE-RESISTANCE RATED 40'-8" 50"0" o INTERIOR NON-RATED PARTITION DRAWN BY.: HM 1 a JOB NO SDG21-0008-00 SHEET v a A_2 4 N ENLARGED SECOND FLOOR PLAN 1 0 4' 8' 16' 32' SCALE:1/8"=1'-0" CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT KEYNOTES: o W 301 BUILT-UP ROOFING OVER PANELIZED ROOF WITH STEEL GIRDERS AND JOISTS. 303 ROOF DRAIN LOCATION. 304 SKYLIGHT. E E 4 w W � O CALCULATIONS SKYLIGHTS: SKYLIGHT SIZE:48"x96"=32 S.F. (WAREHOUSE AREA S.F.)x 2.0% - 20,500 x.05 (SKYLIGHT SIZE) 32 DESIRED: 32 SKYLIGHTS 3 1 2 q q 1 3 4 5 PROVIDED: 31 SKYLIGHTS 40'-8" 50'-0" 50'-0" 48'-8" o a g a.s tb eo0. I I I 18'-0"T.O.P. 38'-0"T.O.P. 36'-0"T.O.P. 3T-0"T.O.P. 301 36'-D"T.O.P. ABBREVIATIONS 303 T.O.P. = TOP OF PARAPET H.P. = TOP OF ROOFING-HIGH POINT / M.P. = TOP OFROOFING-MID POINT L.P.= TOP OF ROOFING-LOW POINT 3T-0"T.O.P. 38'-0"T.O.P. 304 36'-0"T.O.P. TYP. - ICI 34'-0"T.O.P. O N A-a.2 O7 II��II II��II w II��II II��II A-4.2 34_0 T.O.P. O IP B RIDGE RIDGE B (� w fr 0 n O W O O _ CC Z �I z \ p w A I I A J 303 32'-0"T.O.P. TYP. I I I I 40'-8" 50'4" 50'-0" 48'-8" z Q w 189'-4" J Y a �Y Q Q LL w a 1 2 3 4 5 O ° Z w a-a.1 O w J w J w N w p N LEGEND /0 SKYLIGHT: E (2%MINIMUM PER CODE} COORDINATE EXACT LOCATION TO PREVENT CONFLICT WITH FRAMING,FIRE SPRINKLER LINES,ELECTRICAL CONDUITS AND LIGHTING.SEE STRUCTURAL DRAWINGS. PA/PM: DSCHNIZLER DRAWN BY.: HM ROOF TOP MECHANICAL UNIT- JOB NO SDG21-0008-00 COORDINATE EXACT LOCATION TO PREVENT -r- CONFLICT WITH FRAMING&FIRE SPRINKLER LINES. i I SEE MECHANICAL DRAWINGS. - SHEET i I a I i I i FLOW LINE TO DRAIN /� ROOF PLAN 1 A'3. 1 0 8' 16' 32' 64' SCALE:v1s'•=r-o'• CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT u i W 1I' V B 403 A C 6 402 401 C B C A TYP. TYP. TYP. �„pl o T.O.P. I1 �y yy v r T.O.P. — — — T.O.P. V � 36'-0" .O.P. `0 37'-0" c �'A o ns J T.O.P. I1 18'-0" `I ECOND FLOOR 3 1 15'-0" a OO Oo \ .5 65 C o a _F.F.E I A 0 �-404 —:404] 406 404 TVP. NORTH EXTERIOR ELEVATION n 0 4' 8' 16' 32' SCALE:1/8"=1'0" A B A C 403 401 402 A B TYP. TYP. TYP. Q T.O.P. C� 34' L o T.O.P. N 32'-0" O U U O fr wr —SECOND FLOOR Il ~ O 15'00 o z z J O w Q w 0 0 o 0 CC Y F.F.E. G Q aos B c c ao7 m TYP. TYP. TYP. - SOUTH ELEVATION n SCALE:1/8"=V-0" J KEYNOTES: o LEGEND = N Y y. 401 CONCRETE TILT-UP WALL PANEL,PAINTED. GLASS: w Z n 402 CONCRETE WALL PANEL JOINT. Q z 40 BLACK VISION GLASS w3 V-REVEAL. X O w / 404 BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"THICK � � INSULATED GLAZING,SOLARGRAY. Q F- 406 BLACK ANODIZED ALUMINUM STOREFRONT DOOR SYSTEM.DOOR GLAZING w TO MATCH ADJACENT GLAZING SPECIFICATION. Lij of 407 HOLLOW METAL DOOR,PAINTED. TEMPERED GLASS c J 409 12'X 14'ROLL UP GRADE LEVELDOOR W ITH FACTORY FINISH,PAINTED. O W 418 14'X 14'ROLL UP GRADE-LEVEL DOOR WITH FACTORY FINISH,PAINTED. J a N O ALL GLASS USED ON THE ENVELOPE OFTHE BUILDING TO BE:OPTIGRAY U GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT COLORS: PROVIDE 6'-0"WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR PA/PM: DSCHNIZLER OWNER/ARCHITECT REVIEW. HM �A BASE COLOR:SW 7005-PURE WHITE DRAWN BY.: JOB NO SDG21-0008-00 © SECONDARY COLOR:SW7668-MARCH WIND © ACCENT COLOR:SW7067-CITYSCAPE - sReeT a <D ACCENT COLOR:SW7069-IRON ORE A-4. 1 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED PRINT Q Q o Lu W V A C R 401 402 B 403 C A E TVP. TVP. TYP. T3O7'P.. . E U T.O.P. 34'-0" T.O.P. 36-0" w �'A o J SECOND FLOOR 15'-0" 3 d F.F.EO. a6 yom 5 = a B a m 3i li° i EAST ELEVATION n 0 4' 8' 16' 32' SCALE:1/8"=V-0" - " B C 401 403 402 A C B T.O.P. TYP. TYP. TYP. _ '4' — — — T.O.P. T34.O.P. 36'0" O Lo 0- U U) O � SECOND FLOOR J� O 15'-0" OC G U) Z J O w Cn w F.F.E. Q 0" 404 404 TYP TYP. WEST EXTERIOR ELEVATION 2 SCALE:1/8"=V-0" KEYNOTES: o LEGEND gfr N Y y 401 CONCRETE TILT-UP WALL PANEL,PAINTED. GLASS: LLI Z n 402 CONCRETE WALL PANEL JOINT. Q z 403 BL V-REVEAL. VISION GLASS X O w / 404 BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM WITH I"THICK � Lij � INSULATED GLAZING,SOLARGRAY. Q Q F W Lu TEMPERED GLASS O L _j w N p o� ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:OPTIGRAY U GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT COLORS: PROVIDE 6'-0"WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR PA/PM: Approver OWNER/ARCHITECT REVIEW. Author �A BASE COLOR:SW 7005-PURE WHITE DRAWN BY.: JOB NO SDG21-0008-00 2 © SECONDARY COLOR:SW7668-MARCH WIND © ACCENT COLOR:SW7067-CITYSCAPE - sReeT a <D ACCENT COLOR:SW7069-IRON ORE A-4.2 CAUTION: IF THIS SHEET IS NOT 24"x36"IT IS A REDUCED/PRINT WLu E E 4 w` FFFF-��� � N C J 1 T� d SION THAT DELIVERS RESULTS r R, - •�.: ( �P� - fir_�� - L 4 VIEW AT ENTRY FROM COLLIER AVENUE o U) co row c\J _ O Q cU U L .� O O p w w Q Y Q J cn Y w w cr FUEUD BY PASSIONTHAT DEINFRS RESULTS w W cl z _ - w CC w N _ ¢N o . PA/PM: DSCHNIZLER DRAWN BY HIM JOB NO, SDG21-0008-00 F - A SHEET n VIEW AT COLLIER AVENUE AND CHANEY STREET INTERSECTION Preliminary Plant Legend Sight Line-All plant material TREES wONE4 � �• STREET TREES(24"BOX@30'o.c)-Qty:12 ZONE4 �O ♦ ♦ _ within the sight line area shall be COLLIER AVENUE: (V V1 U N OO 36"max. height at maturity. X.GHITALPA.TASHKENTENSIS GHITALPA L U O CHANEY STREET: o W ch g� ss CERCIS C.'FOREST PANSY' FOREST PANSY REDBUD M I � y Accent Trees at Entry EVERGREEN PARKING LOT TREES(24"BOX,1 per 5 parking spaces)-Qty.' 17 U y Screening Shrubs � „ ss / LAURus NOBIus SWEET BAY L around transformer OLEA E.'WILSONI I' FRUITLESS OLIVE L 0-4 c + s .GUERC15 ILEX HOLLY OAK L 130 .RHU3 LANGEA AFRICAN SUMAC L `/ U O— Existing Off-site N \ `\`\ 5 ss \ Street Trees alongCollier Avenue and Concrete Walk \�9 ENTRY ACCENT STREET TREES(24"BOX)-Qty:2 O 10, O) > �\ \Chaney Street to be a maximum of 25' LA&ERSTROEMIA INDIGA GRAPE MYRTLE M a, . 0 \\ SQ y'F a " U h�(ght at maturity, per SCE Guidelines - ' w G Existing Off-site \ / ' / a�// a \ \ SHRUBS SCREENING SHRUBS(5 GAL)-Qty:75 G Shade Trees vim// ' �� ss �� �2'Street Dedication ARBUTUS U.'GOMPAGTA' DWARF STRAWBERRY TREE L / v .PODOGARPUS'IGEE BLUE' IGEE BLUE YELLOW-WOOD L � ♦ ♦ � D .WESTRINGIA'BLUE 6EM' COAST ROSEMARY L .� Cd ✓ / \ O6P, LARGE ACCENT SHRUBS(5 GAL)-Qty:20 .AGAVE 5PP. A6AVE L GHONDROPETALUM TECTORUM SMALL GAPE RUSH L .DASYLIRION WHEELERI SPOON YUCCA L 1 + ✓ OO \ \ y. .PEDILANTHU5 BRAGHEATUS TALL SLIPPER PLANT L ✓ \\ \ \ C'0/ .YUCCA R05TRATA BEAKED YUCCA L SS ` 00 MASSING SHRUBS AND GRASSES(5 GAL)-Qty.:175 z 00 ALOE SPP. ALOE L Q Concrete Brow Ditch f /' �\ /'\\ w 0 .GALAMA6R05TI5'KARL FOERSTER' REED FEATHER GRASS M per Civil Eng s plans O `\ \ / \\\/\ O 0 �� HE5PERALOE PARVIFLORA RED YUCCA L Q IL LOMANDRA'BREEZE' DWARF MAT RUSH M 0 NA55ELLA PULGHRA PURPLE NEEDLE GRASS VL (n ILOOC�O SENEGIO F.'MT.EVEREST, SKYSCRAPER 5ENECIO L In LU / / O <' \ \ \ GROUND COVERS(flats@ 12"0.C.,1 gal.@2'o.c.) Q z .BACGHARIS P.'PIGEON POINT' DWARF COYOTE BRUSH L J O MYOPORUM P.'PUTAH CREEK' CREEPING MYOPORUM L C.) � v`hJ� .ROSMARINUS'HUNTINGTON CARPET' HUNTIN&TON CARPET ROSEMARY L .00 1 C0 M \ O mS BUILDING \\� \ L77 PARCEL 27 \ \ O ss N \\ \\ 10� w Tubular Steel \\ `\ 00 O. Existing Business Park O Z Q Vehicular Gate \\\ \ �� V0 Entry Wall Q U v ( U LLI / / 06 6 ft. ht. Tubular Steel Fence O Existing Street Light ~p LU QJ Z W 41 O W LU - Sight Line All plant material Q J Y 51 within the sight line area shall be _j J / 36"max. height at maturity. U / �CO�� Overhead Power Lines(tybical on Collier Avenue and Chaney Street) 51 6 ft. ht. Masonry Wall ` '\\ /4� �5 Concrete Sidewalk pertivil Engineer PA/PM: JH/BG sCi O, N BY: BG JOB DRAW BG Trash Enclosure with Screen Wall NO*: 21009 Tubular Steel Vehicular Gate 0 10' 20' 60' SHEET 7= LCP-1 Scale 1"=20' North 9-23-21 LANDSCAPE NOTES: O0 S I. STREET TREES SHALL BE LOCATED INSIDE OF THE ez O� qy PUBLIC ROW AND A MINIMUM OF: 5' FROM PAVING ss \ 00 I. �O ♦ ♦ C L 10' FROM SEWER 8 WATER LINES,FIRE HYDRANTS, o ss \ N r_1 v N STREET LIGHTS 8 POWER POLES. M OUTSIDE OF STREET CORNER SIGHT LINES 2. ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH A / �� i ss \ \ 11 f�• v v 0. PERMANENT AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM UTILIZING LOW-PRECIPITATION RATE EQUIPMENT AND A SMART CONTROLLER. coy` \�y\. f y o / \ � `J �L 5. LANDSCAPE CONSTRUCTION DRAWINGS SHALL BE PREPARED TO MEET THE REOUIREMENT5 OF THE CITY OF �\/LAKE � EFFICIENTINORE LANDSCAPE REGUIREMENMUNICIPAL CODEETS C.AND T HE TER / / \x// \�� ss\ C0 -0 o LANDSCAPE DESIGN GUIDELINES ' \ / �� C 4. THERE ARE NO EXISTING TREES ON SITE. THERE WILL �� � -� 4 NOT BE ANY RETAINED PLANTS ON SITE. \ 5. ALL PROPOSED PLANT MATERIAL SHALL BE DROUGHT ep°""' �� ♦ ♦ o TOLERANT WITH A WUGOLS RATING OF 'MODERATE'OR td 'LOW' 6. ALL PLANTING AREAS SHALL HAVE A 5" LAYER OF SHREDDED BARK MULCH,D.G. OR GRAVEL. 5 / 1. PLANT SELECTION FOLLOWS THE RECOMMENDATIONS OF // // / 41 O THE DESIGN GUIDELINES AND THE WATER EFFICIENT LANDSCAPE MANUAL. S. NO TURF GRASS 15 PROPOSED. ul 41 q a[. EACH PARKING SPACE IS LOCATED WITHIN 50'OF THE // �� > 0 TRUNK OF A TREE. / / / -0 - 10. ALL LANDSCAPED AREAS SHALL BE MAINTAINED BY THE < < �P/ / 0 0 OWNER. LANDSCAPE AREAS SHALL BE MAINTAINED T/ 1 U FREE OF DEBRIS AND LITTER. ALL PLANT MATERIAL / / -0 ) Fp 2 C) SHALL BE MAINTAINED IN A HEALTHY,GROWING / / = D CONDITION. DISEASED OR DEAD PLANT MATERIAL / 41 / z SHALL BE SATISFACTORILY TREATED OR REPLACED. North 11. ALL TREES WITHIN SIX(6) FT. OF PAVING SHALL HAVE 41 / ROOT BARRIERS. HYDROZONE MAP NTS U) ce) HYDROZONE LEGEND H } N Symbol Description w ()-) Hydrozone 1-Shrubs&ground covers O z Q Sub-surface Drip/Low water use 11,348 S.F. Q U Black tubular steel fence Hydrozone 2-Shrubs,vines&ground covers U ® w Sub-surface Drip/Moderate water use 4,168 S.F. ® Hydrozone 3-Trees O O Drip Tree Rings/Low water use 700 S.F. Q \w z Hydrozone 4-Trees / - o Drip Tree Rings/Moderate water use 700 S.F. Q J z � w Water Efficient Landscape eet O w w Reference Evapotranspiration(ET,) 55.6 Project Typal Residential 0.55 Hydrozone#/Plaming Plam Irrigation Ingation ETAF Landscape ETAF x Estimated Total Q J Description' Factor(PF)Method° Eficiency (PF/IE) Area(Sq. Area Water Use J Q (IE)° Ft.) (ETWU)d O J Re ular Landscape Areas Shrubs&GC-LW 0.3 Overhead 0.75 0.40 11,198 4,479 154,407 U Shrubs&GC-MW 0.5 Drip 0.81 0.62 4,168 2,573 88,691 Tubular Steel View Fence revs-LW 0.3 Drip 0.81 0.37 850 315 10,852 Preliminary Concept Trees 0.5overhea 0.75 0.67 700 467 16,087 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 Pilaster 0.75 0.00 0 0 x Totals 16,916 7,834 270,037 Tan Block Cap Special LandscapeAreas 1 0 0 Tan Split-Face Block Wall Totals 0 0 0 ETWU Total 270,037 Maximum Albwed Water Allowance MAWA° 320,721 ETAF Calculations - Regular Landscape Areas Average ETAF for Regular TOtaIETAFXArea 7,834 LandwapeAreasinus(be0.55or Total Area 16,916 below for residential areas,and 0.45 or below for non-residential _. Average ETAF 0.46 areas. All Landscape Areas o Total ETAF x Area 7,834 �p Total Area 16,916 - - Average ETAF 0.46 PA/PM: JH/BG DRAWN BY: BG LANDSCAPE AREA OALOULATION5 JOB NO.: 21009 NET LOT AREA 68,025 S.F. 100 % SHEET LANDSCAPE AREA 16,116 S.F. 25 % TURF O S.F. O % L C P-2 Masonry Wall PARKING LOT(51 SPACES) 2'1,189 S.F. 40 % Preliminary Concept PARKING LOT TREES = 1-7 9-23-21 CITY OF LAKE ELSINORE LEGEND GRADING NOTES PROPOSED IMPROVEMENTS 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY LAKE RE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND IMPROVEMENT STANDARD DWGS. SYMBOL SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE ODE(U.B.C.),CHAPTER 33. CURB(PVT)........................................................................................................................... 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS. 4"PCC SIDEWALK...................................................................................................................`•'1::>'"S,�i:�:-:<x..-:.'+ OWNER/APPLICANT PERMEABLE PAVEMENT..........................................................................................................::.:::::::.':::::...... NPDES I STORM WATER POLLUTIION NOTES . ................... 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO PCC HARDSCAPE.................................................................................................................... GRADING. HAMANN CONSTRUCTION 1.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE PROPERTY DRYWELL...............................................................................................................................4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING 1000 PIONEER WAY OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER PRECAST CONCRETE CATCH BASIN(PVT-SIZE PER PLAN)................................................. OPERATIONS. EL CAJON,CA 92020 (QSP)AND QUALIFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, STORM DRAIN PIPE(PVT)......................................................................................................-SD SD- PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA)HANDBOOK/ SEDIMENT CHAMBER............................................................................................................. PO 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. (619)440-7424 WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS TRENCH DRAIN...................................................................................................................... III DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION RPDA BACKFLOW PREVENTOR................................................................................................ FS 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. SITE ADDRESS OPERATIONS. FOR ALL OTHER PROJECTS, GATE VALVE......................................................................................................................... CHANEY ST.&COLLIER AVE.,LAKE ELSINORE, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR CONSTRUCTION ARE IMPLEMENTED 7.FILL SLOPES SHALL BE HAVE LESS THAN 90%RELATIVE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT RIVERSIDE COUNTY,CA 92530 TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM SANITARY SEWER..................................................................................................................-Ss SS- COMPACTION OUT TO THE FINISHED SURFACE. � EXTENT PRACTICABLE.THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL DOMESTIC WATER.................................................................................................................-DW DW- /� AS ANY ADDITIONAL EROSION CONTROL MEASURES FIRE WATER.......................................................................................................................... FW Fw 8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ASSESSORS PARCEL NUMBER DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO SEWER CLEANOUT................................................................................................................. EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. THRUST BLOCK,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ICI 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS APN 377-430-016 TESTING AGENCY PRIOR TO THE PLACING OF FILL. 2.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE STORM TRANSFORMER W/PAD.......................................................................................................... WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. SEWER MANHOLE.................................................................................................................. 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN%"PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1% FLOWUNE.............................................................................................................................y... ...- (MINIMUM)TO FLOW LINE OF EARTH SWALE. 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES 36"HOPE DETENTION PIPE.................................................................................................... C NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL OTHER THAN STORM WATER 6"NDS SQUARE GRATE.......................................................................................................... 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10'),AND 2%IF CUT OR FILL IS O<<i Tm (NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER SCREEN WALL........................................................................................................................ GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET IT)FROM THE TOP OF F'Pq` S THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. RETAINING WALL................................................................................................................... CUT OR FILL SLOPES. F �S 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES BROW DITCH......................................................................................................................... ..-....-....�...- 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. �27� FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES,HERBICIDES, RIP RAP................................................................................................................................. FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS; 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. y0 FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED PERMEABLE CONCRETE..........................................................................................................: .Q y 0 SITE CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM NGINE/EQUIPMENT STEAM CLEANING 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ,t,P�� OR CHEMICAL DEGREASING;WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FIRE HYDRANT...................................................................................................................... O5-CQ' FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM TRASH ENCLOSURE................................................................................................................ r r FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. POTENTIAL STORM WATER RUNOFF,WITH L J L J ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND EXISTING IMPROVEMENTS MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 18.THE SOILS ENGINEERING&GEOLOGIC INVESTIGATION DATED AUGUST 3,2021 PREPARED BY CONSTRUCTION TESTING&ENGINEERING,INC SHALL BE VICINITY MAP ITEM SYMBOL CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. N.T.S. 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE SEWER MANHOLE.................................................................................................................. O IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES, FIRE HYDRANT...................................................................................................................... as 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC GRADING&GEOTECHNICAL SPECIFICATIONS OR ADJOINING PROPERTIES BY WIND OR RUNOFF. UTILITY BOX......................................................................................................................... 0 ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND UTLTIY VALVE....................................................................................................................... SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1.ALL GRADING SHALL BE CONDUCTED UNDER THE OBSERVATION AND TESTING BY A QUALIFIED PROFESSIONAL 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK,PORTABLE TOILETS, STREET LIGHT....................................................................................................................... ENGINEER AND,IF REQUIRED,A QUALIFIED PROFESSIONAL GEOLOGIST.ALL GRADING MUST BE PERFORMED IN LIQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. STORM DRAIN PIPE...............................................................................................................- -m-m-,p- 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN WATER LINE..........................................................................................................................-WM wM- THE PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT(S)ENTITLED: 21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON SEWER LINE.......................................................................................................................... SS ss DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. GEOTECHNICAL INVESTIGATION,PROPOSED COMMERCIAL DEVELOPMENT NWC COLLIER AVENUE&CHANEY THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. OVERHEAD LINE....................................................................................................................-OH OH- STREET LAKE ELSINORE,CALIFORNIA,DATED AUGUST 3,2021(CTE JOB NO.:40-3977G) CENT RUNE.......................................................................................................................... 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL PROPERTY LINE.................................................................................................................... THESE DOCUMENTS WILL BE FILED IN THE RECORDS SECTION OF DEVELOPMENT SERVICES UNDER THE PROJECT COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. EASEMENTLINE.................................................................................................................... 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL NUMBER INDICATED IN THE TITLE BLOCK OF THESE PLANS. SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE 10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE RIGHT OF WAY...................................................................................................................... REQUIRED TO BE KEYED AND BENCHED. 2.ALL FILL SOIL SHALL BE COMPACTED TO A MINIMUM OF 90%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED EARTH SWALE.......................................................................................................................y....... MOST RECENT VERSION OF A.S.T.M.D-1557 OR AN APPROVED ALTERNATIVE STANDARD. CONSTRUCTION STAGING AREAS. 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 3.AT THE COMPLETION OF THE GRADING OPERATIONS FOR THE EARTHWORK SHOWN ON THIS PLAN,AN AS-GRADED GEOTECHNICAL REPORT SHALL BE PREPARED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF LAKE 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY ELSINORE GUIDELINES FOR GEOTECHNICAL REPORTS.THE FINAL"AS-GRADED"GEOTECHNICAL REPORT SHALL BE INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.DISCHARGING NON-CONTAMINATED SUBSTRUCTURES. SUBMITTED IN ACCORDANCE WITH THE GENERAL NOTES ON THESE PLANS WITHIN 30 DAYS OF THE COMPLETION OF GROUNDWATER PRODUCED BY DE WATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE GRADING.WHERE GEOLOGIC INSPECTION IS INDICATED IN THE PERMIT,PLANS,SPECIFICATIONS,OR GEOTECHNICAL ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. REPORT(S),THE FINAL"AS-GRADED"GEOTECHNICAL REPORT MUST ALSO BE REVIEWED AND SIGNED BY A QUALIFIED REFERENCE DRAWINGS PROFESSIONAL GEOLOGIST. 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 4.THE COMPANY OR COMPANIES REPRESENTED BY THE INDIVIDUALS SIGNING ITEM NO.5 OF THIS CERTIFICATE IS/ARE INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED ALTAINSPS LAND TITLE SURVEY:PREPARED BY COFFMAN LAND . DATED MAY 26,2021 THE GEOTECHNICAL CONSULTANT(S)OF RECORD.IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. THE PROJECT,THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS SUBMITTED AN ACCEPTABLE TRANSFER MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE OF GEOTECHNICAL CONSULTANT OF RECORD DECLARATION PREPARED IN ACCORDANCE WITH THE MOST RECENT FINAL CERTIFICATE OF OCCUPANCY. TOPOGRAPHY SOURCE 25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12") EDITION OF THE CITY OF LAKE ELSINORE GUIDELINES FOR GEOTECHNICAL REPORTS.IT SHALL BE THE DUTY OF THE ON CENTER.SLOPES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS PERMITTEE TO NOTIFY THE RESIDENT ENGINEER AND THE GEOLOGY SECTION OF DEVELOPMENT SERVICES IN 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON TOPOGRAPHIC DATA AND PLANIMETRICS SHOWN HEREIN WAS OBTAINED BY CONVENTIONAL OR COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES AT TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING. ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR SURVEY METHODS.MAPPING DATA IS DETAILED AT 1"=20'SCALE FOR ENGINEERING USE. FEET(15')ON CENTER.SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION 5.THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. CONVENTIONAL SOURCE: DEVICES PER U.B.C. THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE REFERENCED GEOTECHNICAL REPORT(S) DATE: PREPARED FOR THIS PROJECT. 14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT BENCHMARK GRADING PROJECT. PROPERTIES. DAN T.MATH GE#2665 DATE AT INTERSECTION OF CHANEY ST.AND COLLIER AVE.,34'E'LY OF THE CENTERLINE 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF 15.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT INTERSECTION,43'N'LY OF THE CENTERLINE OF COLLIER AVE.,71'E'LY OF THE CENTERLINE EACH DAY'S WORK. FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA OF A CONCRETE DRIVEWAY,2'S'LY OF A STREET LAMP,A CHISELED SQUARE IN THE TOP OF RUNOFF,VEHICLE TRACKING OR WIND.INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; CURB. 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. JAY F.LYNCH CEG#1890 DATE ELEVATION:1286.66 USSF DATUM:CITY OF LAKE ELSINORE 29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. CONSTRUCTION TESTING&ENGINEERING,INC. 16.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT,SPECIAL ATTENTION BASIS OF BEARINGS 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. 1441 MONTIEL ROAD,SUITE 155 SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED ESCONDIDO,CALIFORNIA 92026 BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, THE BASIS OF BEARINGS IS IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM,ZONE 6, 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 760.746.4955 GENERAL PERMIT-CONSTRUCTION ACTIVITIES. NAD-83(NA2011),EPOCH 2O10.00 AND BASED UPON THE CALIFORNIA SPATIAL REFERENCE SHEET INDEX 17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE SYSTEM CONTINUOUS OPERATING REFERENCE STATIONS"BILL"(NGS P.I.D.AF9684)AND"MFRP" 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT (NGS P.I.D.DH7093).ALL DISTANCE AND COORDINATE ARE REFERENCED TO CCS83,ZONE 6 WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE GRID AN ARE EXPRESSED IN U.S.SURVEY FOOT UNITS. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1......................................................................COVER SHEET BINS. 2 DETAILS THE COMBINE SCALE FACTOR IS 0.99991681 AND THE SITE CONVERGENCE ANGLE IS-0°35'44.711. 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE 3......................................................................HORIZONTAL CONTROL PLAN 18.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PERMIT TO TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4......................................................................GRADING PLAN REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 5......................................................................UTILITY PLAN NPDES WDID# DATE WDID ISSUED: GRADING QUANTITIES 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. 6......................................................................BMP PLAN 7......................................................................EROSON CONTROL PLAN 19.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT GRADED AREA 1.57[ACRES] MAX.CUT DEPTH 4.11[FT] 35.APPROXIMATE DATE OF:BEGINNING OPERATION: COMPLETION: 8......................................................................EROSION CONTROL DETAILS OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. CUT QUANTITIES 1800[CYDI MAX CUT SLOPE RATIO(2:1 MAX)2:1 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(3-)WILL BE PLACED IN FILLS WITHIN ROADBED DECLARATION OF RESPONSIBLE CHARGE (SIGNATURE)(RCE NO.)(EXP)(DATE) AREAS OR THREE FEET(T)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS FILL QUANTITIES 1800[CYD] MAX.FILL DEPTH 3.62[FT] ENGINEER. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, IMPORT/EXPORT 0 [CYD] MAX FILL SLOPE RATIO(2:1 MAX)2:1 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF CATIONS BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES NOT THIS PROJECT PROPOSES TO EXPORT 0 CUBIC YARDS OF MATERIAL FROM THIS SITE.ALL 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT DESIGN. EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE.THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL.ALL SUCH 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WARE MALCOMB ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. WATER DISCHARGES.NPDES WDID# DATE PERMIT ISSUED: 3911 SORENTO VALLEY BLVD 858.638.7277 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY LEGAL DESCRIPTION IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE SAMUEL BELLOMIO R.C.E.NO.90818 DATE PARCEL 27 OF PARCEL MAP 21297,AS SHOWN BY MAP RECORDED IN BOOK 135,PAGES 57 TO 59 INCLUSIVE,OF PARCEL MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA WITH MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELO MENTSE PLANS HAVE BEEN REVIEWED FOROAND/ORECITY A DESTATE PREPARED BY: SEAL LAWS AND HAVE BEEN FOUND ACCEPTABLE .,e`� GHAEC Ng7F COVER SHEET OFESSzo CITY OF LAKE ELSINORE SHEETI �m *is_No.90818 i* SCALE. BENCH MARK: OF SHEETS s o REMON HABIB, RCE No. 83156 DATE DATE s CIVIL 3 FILE No. CITY ENGINEER rg7F OF CAL�FDAa CITY OF LAKE ELSINORE Sep 24,2021 DATE: USE ONLY DURASLOPE CLASS"C" 18" GRATES WITH THIS APPLICATION. IN.SAW CUT SECTION AT DURASLOPE CHANNEL WHITE PAINT 6 NEW FELT EXPANSION JOINT iN 3636 STEEL GRATES-1 Pc. 3636 FRAME ONLY �=PAINT . TECHNICAL COLORBLUE EQU5090 I TO EXISTING OR-..' ,d. EXISTING CIA PARKWAY 93 La. '�� - - - SPECIFICATIONS COLOR No. AND IN FEDERAL STANDARD in NEW CONCRETE NEW CONCRETE, 599b x e SLAB a ° a SLa B. . . 403 NOTES: 6" Square Grate CENTER SYMBOLIN 6°' EACH DISABLED x Y /�\ \/ ° \ /\ \ 1aACCESS STALL /!� / „. j' / / INSTALL SYMBOL o Z NIN. ° MNJ. : /\\ FLUSH W/PAVING @ U -/ a 3636 EXTENSION(NO FRAME) (U/ ACCESSIBLE of \ x�/�/ a' a a °'/\/�/� /�// \� G 7 81I PARKING STALL o�/ \/\ \ g e : n \ \ \` < 5 / /\ \�/ ° • a �\ 3636 STEEL GRATES-2 PC. TRAFFIC 3411be. ao va^ a" #3 OR#4 REBAR STAKE SUSPENSION METHOD.LENGTH EXISTING CSEE OF STAKE WILL VARY WITH SLOPE OF DRAIN. SOIL #4 REBAR HORIZONTAL PLACE TOP& TM.OF SECTION L 1W 44" 211 ACCESSIBLE STALL SYMBOL CONC.POUR 3"CLR@BTM.(TYP) 31/4 35716. SCALE:N.T.S. NOTES: 3636 BOTTOM SECTION NO FRAME I i 1. CHANNELS TO BE INSTALLED WITH BLANK GRATE.GRATE TO BE PROTECTED FROM CONCRETE POUR(COVER HOLES WITH TAPE).2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3636 STEEL COVER-1 Pc. 3 7 I I 8 3. DO NOT SCALE DRAWING. PARKWAY 1521bs. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS, TRAFFIC 190 Ise. II 1 - 1 CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 400.34'diB.T 36" 36" % Grate Opening NTft0L 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT KNOCK-OUTS MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. Part#:4,5,6&6S Load Recommendation Guide 36" Material:(HDP)High Density Polypropylene D U RA SLOPE TRENCH DRAIN SYSTEM Color:#4(Black),#5(Green),#6(Gray)&#6S(Sand) 241 4 401/4^ 3571. 41 Fits: 3"&4"sewer and drain pipe&fittings,3'&4" Class A I - & I i _ SCALE:N.T.S. f� M D�O ���� corrugated and triple wall pipe. n GTa[e Opening:1/4' •Loads of 1 W Psi. •Recommended for pedestrians,bicycles and wheel M O Surface Area: ]0.405 Inches iN OR NOTES: / Head Pressure/Flow Rate: chair o-arco. 1.GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED /�\ Head(inches)-Max Flow p 2."ADA"OR"HEELFROOF"GRATES ARE NOT AVAILABLE FOR THIS SERIES ADA Compliant/Heel-proof ONLY TABLE 7-1 (BELOW)PER JULY 2005 .BOLT DOVINe 1"=45.04 GPM UUU UUU IIISSS v SAN DIEGO COUN11'DRAINAGE DESIGN MANUAL RaTes axo covBRs ARE avai.aBLB aa•• a4^ INIM�lM Wei0.5"h31.8E GMP 2D OR 2W MIN. RIP-RAP � N R99(CA) D W ENDWALL(TYPICAL) DESIGN VELOCITY ROCK THICKNESS (Ff/s.)• CLASS Weight Per Each:0.36 lbs. - "T'(MIN) 3636 EB 6" 125 NONE 7 FINE 3636 Et2 12" 1050 NONE 6-10 N0.2 BACKING 1.1 FT ❑EST ssa 0 M _ I I 36"x 36" R99C(CA) MINIMUM IL II m CATCH BASIN 6 �I�� �� 10-12 1/4 TON 2.7 FT -SECTION • • V - visit ridspro.com far 3636 B36 36" 2,230 (4)30"DIA. 12-14 1/2 TON 3.5 Fr 11-23-99 02-1420 detail drawings,an in \I/ COLOR: R99B(CA) 14-16 1 TON 4.4 FT BORDER&LEGEND-WHITE(RETROREFLECTIVE) BACKGROUND-BLUE(RETROREFLECTIVE) 16-18 2 TON 5.4 FF • BROOKS 36"X36" PRECAST CATCH BASIN BROOKS 36"X36" PRECAST CATCH BASIN OVER 20 FT/SEC REQUIRES SPECIAL DESIGN ACCESSIBLE SIGNS o 6"WIDE SLOT SCALE:N.T.S. SCALE:N.T.S. D=PIPE DIAMETER f A W=BOTTOM WIDTH OF CHANNEL SCALE:N.T.S. 5T(MIN.) E4 BARS FLOW f^ A� _ CURB/EDGE -. 3D OR 3W FILTER BLANKET PCC PAVING PER RESTRAINT NOTES: MAIEHWS(5) GEOTECHNICAL ENGINEER 'D LANDSCAPE AND PLAN ,\ RECOMMENDATIONS PAVEMENT,WHERE 1. PAINT DIRECTIONAL ARROWS AT ,c PAVEMENT CONCRETE CURB 6" SILL,CLASS 420-C-20D0 CONCRETE 7.5"PCC LAYER OCCURS 4'_0" DRIVEWAY AND ENTRY PARKING CONCRETE PAVING rMIN.� AS REQUIRED PER CITY CHANNEL --- SECTION PER THE STANDARDS. D MIN . GEOTECHNICAL ENGINEER SAND SECTION A-A --._ -_-_-- LAVER SLOPE ON 12" 24" 6" \ \ \ \ \ \ RECOMMENDATIONS 33%MAX o°000°a°o 2. SEE PLAN FOR CURB RAMP NOTES � �//\//\//\//\//\//\ ° BEDDING _ 0000noo°o ORIENTATION. D OR W a - 1. PLANS SHALL SPECIFY: /\\/\\/\\/\\/\\/\ LAYER / g ((A)ROCK CLASS AND RIP-RAP THICKNESS(T)).T SHALL BE A�LEAST 1.5 TIMES THE NOMINAL EQUNALENf DIAMETER OF /\\/\\/\\/\\/\\/\ " .^ 12"RESERVOIR 0"CONCRETE \/ STONE((dr)OF THE SPECIFIED RIP-RAP. - \//\//\//\//\//\// LAYER CURB /\ - (B)FlL1ER BLANKET MATERIAL,NUMBER OF LAYERS AND ;' s' ELEVATION \�1 THICKNESS. CONCRETE WHEEL STOP SHOWN 2. RIP-RAP SHALL BE EITHER QUARRY STONE OR BROKEN Z AREA WITHIN THE BLUE ON PLANS' i. /i. /i�� 3(MIN.) CONCRETELLEE((IF SHOWN ON PLANS).COBBLES ARE NOT //\//\//\//\//\//�- a - BORDERLINES 4"WIDE STRIPE 3. RIP-R�PPASHALL BE PLACED OVER FILTER BLANKET MATERW., //\\//\\//\\//\\//\\//\� SUBGRADE / / / / / / EXISTING SOIL PAINTED SHALL BE 4"WIDE STRIPE 2D OR 2W MIN. WHICH MAY BE EIHER GRANULAR MATERIAL OR NON-WOVENAi�AAj�AAjAAAjAAAj�AA/�AAij�i��i��i��i��y��i��i;,( ) w PAINTED BLUE OR WHITE GEOTEXPLE FILTER FABRIC;MATERIAL AT WEIGHT SPECIFIED �C N IN PLANS OR SPECIFICATIONS. 4"WIDE STRIPE SECTION B-B 4. SEE TABLE 200-1.7 IN THE SAN DIEGO REGIONAL PAINTED BLUE SUPPLEMENT TO GREENBOOK FOR SELECTION OF FILTER N BLANKET. BEGIN SLOPE 5. RIP-RAP ENERGY DISSIPATERS D25 SHAH BE L BE WITH AS ROUNDING PERMEABLE PAVEMENT SECTION �\ NO WITHIN THE LOADING EITHER TYPE 1 OR TYPE 2.TYPE 1 SHALL BE WITH PARKIN CONCRETE SILL;TYPE 2 SHALL BE WITHOUT SILL. V AND UNLOADING Revision B roved Date SCALE:N.T.S. ACCESS AISLE PAINT RECOMMENDED BY THE SAN DIEM 4"WIDE STRIPING I SEE PLAN I 9'-0"MIN I SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS CgAMIT1EE CUT SLOPE i PAINTED WHITE, F� erp �I �I E-1- 5'_O'• IF THE WORD"NO ORIGINAL NarchovDl 2/7i T,P REGULAR ACCESSIBL 8'-0"@ VAN PARKING"IN 12"HIGH „. s.Brody 04/06 yo zs zaa STALL STALL LETTERS MIN. Ed- • ss.T.Re db 03/11 RIP RAP , 9 CM1ai r on R.C.E.192I6 Data Etli- In.T.Regelb ,a,5 ENERGY DISSIPATER DRAMNG D-40 Ed- M.W M.WideHki w/,e NUMBER lV 3"470-C-2000 CONCRETE TYPICAL ADA PARKING STALLS ��� OR 3-25 0 PSI, AR PLACEDCONCRE /2 J SCALE:N.T.S. 17 GAGE STUCCO NETTING RIP RAP 9 BROW DITCH 5 SCALE:N.T.S. SCALE:N.T.S. SEAL MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELOPMENTSE PLANS HAVE BEEN REVIEWED FOR AND/OR ECITY AND WITH ESTATE PREPARED BY: �aQRDFEss/QNg7 CITY OF LAKE ELSINORE SHEET2 LAWS AND HAVE BEEN FOUND ACCEPTABLE �1`oQ�C\C�E4 g��y DETAILS No.90818 o A OF 8 BENMC GHMK�. µo A�N, SHEETS 61 ° SCALE: 1: 20 Ey ,NE�R,D•AIEIN,D��Do«..>•Nty�,NE MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE JjgT CIVIL o\P "LLP,;''s"L,or. CHANEY ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF LMIP,AaI�swMEH,»E TOP or a, CITY OF LAKE ELSINORE DATE: 09-24-2021 A„_,,,,,,,,s oA1eA LAKE ELSINORE, CA 92530 Sep 24,2021 - - - - - - - - - - - - - - - - - LINE TABLE CURVE TABLE LINE# BEARING DISTANCE CURVE# DELTA RADIUS LENGTH CHORD DIRECTION CHORD LENGTH Li S43°4445"W 19.55, Cl 89°18'16" 23.91' 37.26' N88°18'54"E 33.60' 38.00' L2 N46°15'15'W 16.00' C2 90°00'00" 2.50' 3.93' N01°15115"W 3.54' 14.00'EASEMENT TO SO.CAL.EDISON, FOR OVERHEAD AND UNDERGROUND L3 N43°44'45"E 1.00, C3 90*00,001, 2.50' 3.93' N88°44'45"E 3.54' COLLIER AVE. ELECTRIC AND COMMUNICATION SYSTEMS. 76.00' L4 S46°15'15"E 15.50' C4 90*00,001, 2.50' 3.93' N01°15'15"W 3.54' L5 N43°44'45"E 45.06' C5 90*00,001, 2.50' 3.93' N88°44'45"E 3.54' 10.00'EASEMENT TO VALLEY DEVELOPMENT, 14.00'EASEMENT TO SO.CAL.EDISON, 10.00'EASEMENT TO SO.CAL.EDISON, INC.D.B.A.WARM SPRINGS L6 N46°15'15'W 13.50' C6 90*00,001, 2.50' 3.93' N01°15'15"W 3.54' FOR OVERHEAD AND UNDERGROUND FOR OVERHEAD AND UNDERGROUND BUSINESS PARK FOR SIGN PURPOSES. ELECTRIC AND COMMUNICATION SYSTEMS. ELECTRIC AND COMMUNICATION SYSTEMS. 20.00'EASEMENT TO CITY OF LAKE ELSINORE L7 N43°44'45"E 1.00, C7 84°08'11" 2.64' 3.87' N88°4445"E 3.54' pq FOR CONSTRUCTION AND MAINTENANCE OF L8 S46°15'15"E 13.50, 38.00' STORM DRAINS AND APPURTENANCES. C8 90*00,001, 2.50' 3.93' N01°15'15"W 3.54' ti ,Q L9 N43°44'45"E 36.00, C9 86°39'17" 2.48' 3.76' S86°55'50"W 3.41' ? - L10 S46°15'15"E 13.50' C10 90°00'00" 2.50' 3.93' N01°15'15"W 3.54' 4N 1 - o - 4 '75"W 2TR'r-- - \ LN S43°4445'W 1.00' C11 90*00,001, 2.50' 3.93' S88°44'45"W 3.54' I oo L12 N46°15'16W 13.50' \ C12 90°00'00" 2.50' 3.93' N01°15'15"W 3.54' S04020'08"W 36.08' L13 S43°4445'W 36.00' C13 90°00'00" 2.50' 3.93' S88°44'45"W 3.54' 30.00' _ -- --------------- ----- --------- } L14 N46°15'15'W 15.50' C14 90*00,001, 16.00' 25.13' S01°15'15"E 22.63' i.. i 01 0, 08 ... \ > y.. <�..,��,. \ L15 N43°44'45"E 19.95' C15 89*59,501, 2.50' 3.93' S88°44'45"W 3.54' ce c18 �.. �...� s ... ... .. ood / L48_ l�q r \n� L16 N46°151151"W 54.17' C16 90°00'00" 2.50' 3.93' S01°15'15"E 3.54' Un o \\ I L17 S43°44'45"W 15.51' C17 90*00,001, 2.50' 3.93' S88°44'45"W 3.54' „>i ,,.•.' •}. �\ ---- ---------- i L18 N46°15'15'W 3.83' C18 90°00'00" 2.50' 3.93' S01°15'15"E 3.54' P.M.3E906 i.> '•:'"i ' -� - - _ �� -----i-- - L19 N43°44'45"E 15.50' 05' o ,I. (BK.215,PGS.14-15) :•. •'. j of 02 o O L20 N46°1T18'W 23.26' - Y CONSTRUCTION NOTES L21 S88°4445"W 5.29' ' e i".• �' 10.00, 5,00' Io CONSTRUCT CURB PER CITY OF LAKE ELSINORE ,. A...:. I p, yI 1 I 13 I L22 N01°15'15'W 529' 01 STD DETAIL 202 [fn:: .. o.. L2 C2 -----0'1--__ ---- --------- --- °' I' INSTALL ADA ACCESSIBLE CURB RAMP PER DETAIL L23 N46°15'15'W 28.51' 02 N 3,SHEET �q J C3 06 26.00'EASEMENT TO VALLEY DEVELOPMENT, a L24 S88°4445"W 5.29' f~20.00' INC.D.B.A.WARM SPRINGS c� 03 CONSTRUCT CONCRETE RETAINING WALL PER 09 _ __ STRUCTURAL PLANS PER SEP PERMIT BUSINESS PARK FOR INGRESS IU) L25 N01°15'15'W 5.29' O 07 rn 4.00'EASEMENT TO SO.CAL.EDISON, CONCRETE DRIVEWAY PER CITY OF LAKE J L----J AND EGRESS PURPOSES.EASEMENT TO BE FOR STUB POLES,ANCHORS,GUY WIRES. I L26 N46°13'11'W 23.26' OD4 ELSINORE STD.DETAIL 118A _ VACATED PER DOCUMENT# � I 01_j I I L27 S43°44'45W 13.51' OS 7.5"PCC PAVING PER GEOTECH REPORT ' F L28 N46°15'15"W 1.00, j V) I O6 6.5"PCC PAVING PER GEOTECH REPORT C17 L46 PROPOSED r L29 N43°44'45"E 13.51' 05 BUILDING r W 07 PERMEABLE CONCRETE PER DETAIL7,SHEET 2 i f - I L30 N46°1T18'W 23.26' 10.00'EASEMENTS AS SHOWN .10.00'�,' 13 C16� L44 FF=1279.00 z ON PARCEL MAP NO.21297 EASEMENT TO SO.CAL.EDISON, Q I io L6 Cq T I = L31 S88°4445'W 5.29' 08 CONSTRUCT CONCRETE WALK PER CITY OF FOR DRAINAGEFOR POLE s�, n l FOR OVERHEAD AND UNDERGROUND ELSINORE STD.DETAIL 210 LINE,DRAINAGE AND M: b - - 06 ELECTRIC AND COMMUNICATION SYSTEMS. U L32 N01°15'15'W 5.29' INCIDENTAL PURPOSES.. ,• w l L8 C5 PARCEL 27 09 CONSTRUCT ADA ACCESSIBLE PARKING& W' P.M.21297 L33 N46°15'15'W 28.51' SIGNAGE PER DETAILS 1,2,AND 3,SHEET 2 (BK.135,PGS.57-59) 50A0' 50.00, _ 118.00' 1 -- I I L34 S88°4445'W 5.29' 10 TRASH ENCLOSURE PER ARCHITECTURAL PLAN '"'° a 01 L35 N011515W 5.29 I 11 PROPOSED BOLLARD PER ARCHITECTURAL PLAN a: I O ° 18.00 Z,I ___ _� L36 N46°13'11'W 23.26' 30.00' P.M.31901 '•''� •�� 12 PROPOSED GATE PER ARCHITECTURAL PLAN L37 S43°4445'W 15.50' (BK.215,PGS.14-15) , 07 C15�� L42_I L70 C6 10 J I L38 N46°15'15'W 19.21' 13 0"HEIGHT CURB PER DETAIL 7,SHEET 2 j 05 03 I I L39 N46°15'15'W 18.52' 14 SCREEN WALL PER ARCHITECTURAL PLAN L12 C7 j I, I �'ip L40 N46°15'15'W 11.33' 1 L39 15 TRANSFORMER PER ARCHITECTURAL PLAN - L40 EASEMENT TO VALLEY DEVELOPMENT, :R�2 L41 N43°44'45"E 1.00, I INC.D.B.A.WARM SPRINGS ,F. ?0 18.00' L42 S46°15'15"E 15.50' j 12 BUSINESS PARK FOR INGRESS -- _ I SITE NOTES AND EGRESS PURPOSES. 1,2 -oo o ,, I L43 N43°44'45"E 45.00' p7 > 01 I N 1. CONTRACTOR TO FIELD-VERIFY EXISTING 1 13 � 11 04 L44 N46°15'15'W 13.50' CONDITIONS PRIOR TO CONSTRUCTION AND SHALL e I 01 11 O6 '. 6 NOTIFY ENGINEER OF ANY DISCREPANCIES. L14 9.00' C9 L18C19 9.00'f 9.00' 06 C13 p' .• `;�ny9 L45 N43°44'45'E 1.00' ASSOCIATEDLL NOT BE LIABLE WITH CHANGES TOOR ANY THE DESIGN 01 14-I L38 ° L46 S46°15'15"E 13.50' WITHOUT PROPER NOTIFICATION. I.,( � �C-11 i?8 "C72,. ..<�.. 01 -y I L47 N43°44'45"E 76.00' 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF Ia + r, I I BEARINGS,AND SURVEY INFORMATION. L21 L221 L24 125i1 �` L31 L32 L34 L35 L48 N46°15'15"W 15.50' 3. DIMENSIONS ARE TO FLOWLINEIBOTTOM OF CURB AND BUILDING FACE UNLESS OTHERWISE NOTED. L16 L20 - L23 -- L26 L L30 L33 L36 I L49 N43-44-45"E 30.00' 4. PAVEMENT THICKNESS AND DESIGN ARE PER THE _ GEOTECHNICAL REPORT. - S46°16'05"E 294.06' 5. ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED I 03 I WITH DETECTIBLE WARNING PADS IF REQUIRED BY 14 LOCAL CRITERIA. 100.00' 6. CONTRACTOR SHALL REMOVE AND REPLACE CURB, PARCEL 25 PARCEL 27 GUTTER,PAVING,LANDSCAPE,AND ANY OTHER P.M.21297 P.M.21297 I ITEMS DAMAGED DURING CONSTRUCTION. (BK.135,PGS.57-59) (BK.135,PGS.57-59) I I 0 10 20 40 SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELOPMENT SE PLANS HAVE BEEN REVIEWED FOR OAND/ORECITY AND WITH ESTATE PREPARED BY: �aQRpvessroNg7 CITY OF LAKE ELSINORE sHEEr3 LAWS AND HAVE BEEN FOUND ACCEPTABLE �n�2��cNA.4 HORIZONTAL CONTROL PLAN No.90818 o A OF 8 BENNC eHMK�. µo •�N, SHEETS s ° SCALE: 1: 20 n.o xE wmarEixmgcnax. rxvva xe MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE 'p, CIV1v p4�\P "`LP,y's"�,�, CHANEY ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF �P..a1sn sw .oc,ea�a CITY OF LAKE ELSINORE Sep 24,2021 DATE: 09-24-2021 p„_I-- LAKE ELSINORE, CA 92530 1 I 1278.93 FS 1279.00 FS GRADING NOTES ,1278.81 TC ' 1278.95 FS o 11278.31 FS 1 0.8% F1279.00 FS 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY KGB 1278.92 TC o DISCREPANCIES WITH THE ELEVATIONS SHOWN ON 1278.42 FS �_ 0.5% \. .`. THE PLANS. ENGINEER WILL NOT BE LIABLE FOR 1278.84 TC'1 0% 1.0% �� ANY COSTS ASSOCIATED WITH CHANGES TO THE 1278.34 FS 1278.97 FS DESIGN WITHOUT PROPER NOTIFICATION. 1278.76 TC 0"CURB 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF 1278.26 FS 1.0% 1278.89 FS BEARINGS,AND SURVEY INFORMATION. 1278.15 FS 3. ELEVATIONS ARE PER THE SURVEY DATUM,NOT PER - - - - - - - - - - - - - - - - - - - - - - - - - - ` 1\ \ o o ARCHITECTURAL FLOOR ELEVATIONS. 4. ELEVATIONS ARE AT FINISHED SURFACE UNLESS -- 1278.35FS 'ro% -- -r-- � p OTHERWISE NOTED. 0"CURB\ 1278.91 TC =0 5. EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS f0"S7L-DWG#142 1278.36 FS 1278.41 FS m of NECESSARY FOR PROPOSED GRADING. ❑�`+ 6. SIDEWALKS AND LANDINGS SHALL BE 2%MAX -WM WM WM WM WM `�M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM INM WM WM WM \ �1278.07 FS 1'3% y CROSS-SLOPE TOWARD ROADS,DRIVE LANES,AND I 0"CURB a LL PARKING AREAS UNLESS OTHERWISE NOTED. $ � 1278.31 FS O 7. ACCESSIBLE PARKING STALLS AND LOADING AREAS 3 \ 1277.98 FS V� a TO BE 2%MAX SLOPE IN ANY DIRECTION. _ _ _ _ p o � 1.3% a 8. REFER TO THE GEOTECH REPORT FOR �- - - - - - \ \ \ - > \ 0"CURB�,� 1278.72 TC GROUNDWATER ELEVATIONS. \o % 9 BUILDINGS TO COMPLY WIDTH G OTECHUREDPORT. ri 1278.22 FS 1278.22 FS AREAS o COLL/ER AVE. '\ \ Qa.° �, 1.3% ° 10. PEDESTRIAN GUARDRAILS TO BE INSTALLED WHERE (1278.74 FS) \ \ _��,�,� 1277.93 FS 1279.17 TC REQUIRED BY LOCAL,STATE,OR FEDERAL 0"CURB - \ \ �� - °IY' ii 0"CURB \ ?,y o 1278.67 FS REQUIREMENTS.RE:ARCHITECTURAL/LANDSCAPE 1279.06 FS 1278.E RIM` \ \ \ \ \ 6/� _ - ----- (1278.54FS) 8"VCP-OWG#345 s T-- - PLANS. 1274.0 IE \ \ \ 1278.17 FS 1278.58 TC SS SS SS SS SS S SS SS SS SS 55 S§ SS SS SS SS SST SS SS SS SS SS . c '' \ \ \ \ ° 3 1278.08 FS -_ (1z7a.a1 Fs) � � \ - (1za5zo FS) SO4°20'08"W 36.08' � >o- 1.4% -- ------ -- 1277.5 RIM _ - "I\ °1279 (1278.87 FS)- 1273.01E N46°75'iR 271�71' \\\ ��\_�� - N _ L'° 1277.84 FSOW o W� nH e H OH y 1279 OH 1.1% OH ^� 6kL \ OH OH �128q� 0 HI-1}-�OH 0`I OH OH OH 1 7 3 p T 1278.0 RIMm7 - �` - N43°43'18"E 232.56' °\° - 0"CURB li \ a �� '1279.21 RIM -2g -__ ss-�SSS s `�� -;n- 1 -- - -1274.01E -- - --- - -- - 1^-3 - L9--- 1283.83 FL s o _ -- �r��l- 1278.81 FS-- -- to - - - \N 0 o I �-^ 1273.51E �28 ro � \o \ w � 2--7�-0_- 1277.11 Ill � 1278.34 TCa -s°°1 -+o -T -- p��- -3p0._6% ----Sp 3 1276.4 TG, \ ` 1277.84 FS's �1280 N I ° ...�� 19 \ � 1 1 w I 1274.91E,� - 1.3% 2 . ... ..�a. .. °/ 1.0%1278.0 RIM 1 1278.23 FL1277.0 RIM 1278.95 FS 274.0 IF 1 \ DETAIL A 1273.01E. A o (1284.51 FS) 'I --_ 1278.80 FL 1 SCALE:1"= 10 ' m _ - 1278.90 FL 1277.0 RIM I - \�'n •". ' 1273.01E .} - _ -- �� F -11�8.31 FL V \\ ----- ".. (1276.47 FS)_' 4.4%�; .� s - - -127900 $---- ------- 1.0% A\ HP ° '1276.47 TG \� S43°42'17"W 204.61'&r 1275.971E ,o^°� 1277.39TC ��1 \V 1278.21 FL I I�A � PARCEL 6 1277.10 TC- (1283.03 FS) \ P.M.3>901 � 1 A 1276.89 FS, A ,Y.'.. 1275.99 FS m I1/ol 127L I' ' 1278.05 FL \ (BK.215,PGS.14-15) 1276.60 FS I °1 0 30.0% .F: ' , TC _L, ---- -- 1277.55 IF 7 -� - -- -- ----- (127582 FS) 1276.97 ' 1274.48 FL 1277.50 TC � tT' `1277.60 TC I `.1277.00 FS 1277.10 Fs I I° �; �"P. Jm° s.2% PROPOSED \ j 1278:45FL v (1275.40 FS) 1278.00 TC 1 \ \ ll 1277.50FS ° 1278.33TC BUILDING I \ 1274.32 FL ! 1277 E- 1277.83 FS FF=1279.00' \\ \ Y°1277.07 TC 1277.92 TC I ` YYYY (1275, 1277 11 FS 1276.57 FS 1277.42 FS Z \ 1LIJ 1 1277.11 TC 6.3% 11277 96 TCrE- 1 � 2 1277.46 FS 2.5/°_ j m 127570 FS 1278.29 TC 1 1 - 6.9% 1277.79FS V \V A o v V a, 1277 04 TC' ° \ m V _ 1277.04 TC : V.2% 1276.54 FS _ V Fw (9 h2 1276.54 FS j m 1277.02 TC 1276.52 FS 1 n° 1277.97 TC -- I 1278.40 RIM \ \U N 1274.01E \ r� FW •1274.12 FL o 3 1 3 5 .° 1277.47 FS _. I 1279.00 TW 1276.105 FS pOTC ° 1277.82 TC---- 11 8% \ I 0 W ..� '1276.20 FS I 127Z32 FS >" ..t, 121279�I >127E 65 TC 1 1276.2 \ 00 FL 1277.78 Fs 8 TC -- 1278.97 FS �` > I' :�. \ 1277.77 TC. 18i 1278.0 RIM .. �. A > I,> ° I Ft v l 6 \ A ° \ 1274.0 1E ° °^°' L 1 (1280.62 FS) \1277.27 FS \ >\, 1280 40 TC i4% '1276.68 TC39°/° 127401E ^ 1279.90 TW 1276.09 FS o 0 1276.15 FS 12780 Ill TC ° y ro h \ 1279 02 BW 1279 90 FS y��s (BK.2P.M.319015,PGS.14-15 127E 59 TC i 2,6 1276.65 TC 1278.10 TC 4 0°/ r - 1278.89 FS �% 4; ° (1P80 I7FS) PARCEL 3 1276.18 FS 1278 0 RIM y\ \; ° .�., .. 1\.60 FS 1278.05 FS L - - I �0"CURB \\ ( ) 3 ° 1278_. 1 I I I �} 1274.00 FL l I' r Fw vw kw F1'uo.}1279.83 TC F "mil. 1280.97 FS m 1276.20 TC , 1276.35 TC \° 2> °\° 1277.51 TC ' 1278.53 TC 1278.52 TC -\ - o 1'2,79 33 FS 1275.70 FS 1275:85 FS '� 127\03 FS 1278.02 FS 9; N >o 127701 FS, - m '' ° ° ..° .8 1279.72 TC m o \ 1276.33 TC 1279 04 TC 1277.4E TC 1277.58 TC 1278.39 TC 1278.59 TC .1278.74 FS 1273.7E FL 1275.83 FS 1278 00 TC 3 ..1278.54 FS 1279.22 FS 1 1276.9E FS 1277 08 FS 1277.89 FS 1278.09 FS 5.4 127750 FS 1.0% - 1273.74 FL \° ° '-,.-, 1- e j / .� 1276.21 TW 2-0 11.0% 1.0%� 11.0%' 1.0% _ -- I\ 1276.21 BW / 1279.43 TC ti"I' 0"CURB 1280� (1279.86 FS) H 0.00' ( 'I. X 1278.93 F ^° m 1280.3E FS I \I \ `215 'b 1276.15 TC o �� o� �� 1 � \ 1279.74 FS 1273.66 FG �. ,y"' 1275.65 FS 2.7% 1.1% 1.1% ` 1.1° 1.1% 1.1% 1.6% n \ ( )%? (1274.38 FS) `- 1279 M 72> �1, _ 1275 127E 1277 a - 1278 \ 1277.60 TC °�' 1278.81 TC 1279.14 TC °' 1279.60 TC (1278.38 FS) (1279.07 FS 1276.1E TW 1276.10 TW \ 1277.74 TC 1278.40 TC 1278.48 TC ) 1274.00 BW I 1277.10 FS 1278.31 FS 1278.64 FS 1279.10 FS 1279.88 TC H=2.15' I 1275.78 BW _ 1277.24 FS 1277.90 FS j 1277.98 FS 1279.54 TP \ H=0.32' 1278.74 TC 1279.0E TC 1279.4E TC 1279.38 FS I m 1278.00 TC 1278.08 TC -� 1279.04 F o w 1278.24 FS 1278.5E FS 1278.9E FS II 1277.50 FS 1277.58 FS \ PARCEL 25 S46°16'05"E294.06' P.M.21297 PARCEL 27 \ \ (BK.135,PGS.57-59) P.M.21297 I o I \ (BK.135,PGS.57_59) I \ 0 10 20 40 I I SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELOPMENT SE PLANS HAVE BEEN REVIEWED FOR OAND/ORECITY AND WITH ESTATE PREPARED BY: �aQRovessroN47 CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE ���2�'cNAEL GRADING PLAN No.90818 o A OF 8 BENN CC°HMS RK-' µo N, SHEETS s ° SCALE: 1: 20 r.a »E� o�E° =n�. .t:�TME MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE 0}qT CIV11 o���P "`LP,y's"�,�, C SON ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF w�P..a�s�swaNTMc,°P°Pa CITY OF LAKE ELSINORE Sep 24,2021 DATE: 09-24-2021 °s LAKE ELSINORE, CA 92530 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — STORM WATER CONSTRUCTION NOTES WM NOTES:UTILITY 01 DRYWELL W/PRETREATMENT SYSTEM,36"STORAGE PIPES AND 1. CONTRACTOR SHALL VERIFY THE ELEVATION OVERFLOW STRUCTURE PER DETAILS ON SHEET 6 OF ALL EXISTING UTILITIES WHERE NEW 10"STL-DWG#142 10 02 CONNECT EXISTING STORM LINE TO NEW CATCH BASIN GRADING OR UTILITY WORK WILL OCCUR AND —WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM M WM WM WM WM WM WM NOTIFY ASSOCATEENGINEER OF HANGESY EX/STING WATERLINE DISCREPANCIES OR CONFLICTS.ENGINEER W 03 INSTALL 36"HDPE STORAGE PIPE WILL NOT BE LIABLE FOR ANY COSTS CONSTRUCT BROOKS 36"X36"PRECAST CONCRETE CATCH BASIN PER ASSOCIATED WITH CHANGES IO THE DESIGN 3 COLLIER AVE. 3 04 WITHOUT PROPER NOTIFICATION. IoT — DETAIL 7,SHEET 2 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF OS INSTALL DURASLOPE TRENCH DRAIN SYSTEM W/HS-20 TRAFFIC BEARINGS,AND SURVEY INFORMATION. RATED GRATE PER DETAIL 4,SHEET 2 3. PROPOSED DRY UTILITIES ARE SHOWN FOR 3 REFERENCE ONLY.REFER TO PLANS BY SS1 O6 INSTALL 12"HDPE STORM DRAIN PIPE UTILITY PROVIDERS AND/OR MEP. 4. EXISTING UTILITY STRUCTURES TO BE 8"VCP-DWG#345 ^ 07 JOIN ROOF DRAIN PER PLUMBING PLAN ADJUSTED AS NECESSARY FOR PROPOSED SS 55 Ss ss sss Ss 55 Ss �5 55 Ss 55 Ss 55 Ss 55 Ss SS_ 5 SS_ S SS_ 5 ASS�-pJ GRADING. o EXIST/NG SANITARY LIN9 SO4°20'08"W 36.08' T 5. REFER TO THE GEOTECH REPORT FOR 08 CONSTRUCT Aq"ROCK LINED SWALE GROUNDWATER ELEVATIONS. 6. ALL WORK IN THE PUBLIC RIGHT-OF-WAY'TO BE — — — — N46_15'15"W 271_11_ __ __ _ —— — 3 09 CONSTRUCT BROW DITCH PER DETAIL 5,SHEET 2 DONE PER IMPROVEMENT PLANS AND off, H OH off o OH OH 0.. off 0- OH OH OH OH off OH OH off OH off OH ASSOCIATED ENCROACHMENT PERMIT. a 3 = 04 03 INSTALL RIPRAP PER DETAIL SHEET 2 N43°43'18"E232.56' ___y___ ___- ---- -------------- ---------------------- — Lo-- 12 10 I s Ls,s FIRE SERVICE NOTE --— N y 6D-�6D—�SD-7 5 SD SD SD SD SD SD SD SD \ T 3 FOR REFERENCE ONLY.UNDERGROUND FIRE O02 .� —_— _�L ------- INSTALL4 PVC STORM DRAIN PIPE 1. __ -- 08 SERVICE SHALL BE A DEFERRED SUBMITTAL. .. ..—s 2 / ONSTRUCT 6 NDS SQUARE GRATE PER DETAI HEET 2 SUPPLY UNDERGROUND OR 11 If ANY APPROVAL OF THIS GRADING PLAN DOES I C W 12 C L 8 S NOT CONSTITUTE AN APPROVAL OF ANY FIRE 03 01 �, \ 3 2 �j. SERVICE WATER , 03 K 13 CONNECT NEW 12"HDPE STORM DRAIN PIPE TO NEW BROW DITCH. EQUIPMENT. 01 �^ y ®o I C7 \\ W �h I 2. UNDERGROUND FIRE SERVICE PIPING SHALL BE •i \\I ¢ C-900 IN ACCORDANCE WITH 2O16 y I I FIRE SERVICE KEY NOTES PARCEL 6 04 SS2 P.M.37901 ' N I W I W W1 CONNECT TO EXISTING 12"WATER MAIN W/8"X 12"TEE, ..:.::..•F .:...;.i'. 12 3 CONCRETE THRUST BLOCK,8"GATE VALVE,AND GATE WELL (BK.215,PGS.14-15) v�> •Y m 05 w INSTALL 8„AW WA PVC C_900 DR18 PRIVATE FIRE I I w3 _ DW �I I W3 INSTALL NEW 8"FIRE SERVICE WITH COLT SERIES C500 RPDA EXISTING - SSss FIRE HYDRANT y SS4 SS2 L————J I W4 INSTALL PRIVATE 8"X 8"TEE AND CONSTRUCT THRUST BLOCK I I 3 I I HI ®W INSTALL IN-BUILDING RISER PROPOSED INSTALL FIRE HYDRANT ASSEMBLY PER COUNTY OF RIVERSIDE BUILDING W6 STANDARD NO.701 FF=1279.00' III_—� 2 I DOMESTIC WATER SERVICE KEY NOTES N 03 I 3 3 I 2 I PROVIDE NEW 2"DOMESTIC WATER SERVICE ' ,• I I I � 1 o v v V 6,• ! I Wq Fw ®W INSTALL REDUCED PRESSURE BACKFLOW PREVENTOR 30 i O6 UFWI I ®W CAP END FOR CONNECTION BY BUILDING PLUMBER o 04 W5 FW l" 3^ INSTALL 2"PVC SCH80 PRIVATE WATER LINE �0..� N Ds i L J I SANITARY SEWER KEY NOTES rt I 3 I SS1 CONNECT TO EXISTING SANITARY SEWER PER COUNTY OF L I o RIVERSIDE STANDARD NO.600 I / I PARCEL 3 l N 3 N SS2 INSTALL 6"PVC SDR-35 PRIVATE SANITARY SEWER P.M.31901 p1(BK.215,PGS.14-15) 3 CONSTRUCT 4'SANITARY MANHOLE PER COUNTY OF RIVERSIDE 14— 1 I o SS3 L_ I O STANDARD NO.604&608 in1 m CONSTRUCT SANITARY CLEANOUT PER COUNTY OF RIVERSIDE FW Fw Fw Fw�Fw Fw Fw I I SS4 STANDARD NO.603 1 l c LL W6 '"� ... ... ... - .. .. �� .. .. tom... ... ... 3 a.. 113 I I N I \� a 09 0 —�46s16'05"E 294.06' 1 10 3 I I EXISTING FIRE HYDRANT PARCEL 25 I 3 P.M.21297 PARCEL 27 (SK.135,PGS.57-59) P.M.21297 (BK.135,PGS.57-59) 0 10 20 40 SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELOPMENTSE PLANS HAVE BEEN REVIEWED FOR AND/OR ECITY AND WITH ESTATE PREPARED BY: �oQRpFESs4 CITY OF LAKE ELSINORE SHEETS LAWS AND HAVE BEEN FOUND ACCEPTABLE ���2�'cNAEL UTILITY PLAN No.90818 o A OF 8 BENNCC eHM.RK_' µo +�N, SHEETS 61 ° SCALE: 1: 20 n.o xE w arEixPxgcnax. rxvva xP MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE sjgT CIV 1�p4��P ,y's"�,�, C SON ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF =P.. LAKE ELSINORE, CA 92530 Sep 24,2021 CITY OF LAKE ELSINORE DATE: 09-24-2021 SOURCE CONTROL SOURCE CONTROL DMA SUMMARY TABLE LEGEND SOURCE CONTROL REQUIREMENT APPLIED IMPLEMENTATION SOURCE CONTROL REQUIREMENT APPLIED IMPLEMENTATION AREA IMPERVIOUS PERVIOUS IMPERVIOUS SOIL DMA ID (ACRES) AREA(SF) AREAS(SF) AREAS(SF) PERCENTAGE(%) DMA TYPE BMP ID TYPE USE OF EFFECTIVE IRRIGATION INCLUDES IN THE DESIGN AND PERVIOUS MAINTAIN NATURAL DRAINAGE PATH AND SITE WAS DESIGNED TO MIMIC AND MINIMIZE CHANGES TO SC-1 PREVENTION OF ILLICIT DISCHARGES YES UTILIZATION OF EXISTING RUNOFF COLLECTION POND FOR SD-1 HYDROLOGIC FEATURES YES EXISTING AND NATURAL DRAINAGE PATH DMA-1 0.62 27,025 21,840 5,185 80.8% DRAINS TO BMP PERMEABLE B MONITORING RUNOFF AND REUSE PAVEMENT STENCIL EVERY INLET WITH PROHIBITIVE LANGUAGE"NO IMPERVIOUS-ROOFS FS-D--21 CONSERVE NATURAL AREAS,SOILS,AND YES EXISTING SOIL AND VEGETATION WILL BE CONSERVED. SC-2 STORM DRAIN STENCILING OR SIGNAGE YES DUMPING!LEADS TO WATERWAYS"AND"NO CONTAMINE"IN DMA-2 0.32 13,784 3,337 10,447 24.2% DRAINS TO BMP DRYWELL B VEGETATION SPANISH PROTECT TRASH STORAGE AREAS FROM ALL TRASH AREAS WILL BE PROTECTED AND TRASH CANS DMA-3 0.26 11,533 11,533 0 100.0% DRAINS TO BMP DRYWELL B IMPERVIOUS-FLATWORK- SD-3 MINIMIZE IMPERVIOUS AREA YES PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDS. SC-5 RAINFALL,RUN-ON,RUNOFF,AND WIND YES EQUIPPED WITH HINGED LIDS. DISPERSAL DMA-4 0.27 11,802 11,802 0 100.0% DRAINS TO BMP DRYWELL B DMA BOUNDARY SD-4 MINIMIZE SOIL COMPACTION YES MINIMIZE SOIL COMPACTION TO LANDSCAPED AREAS DMA-5 0.09 3,905 0 3,905 0.0% SELF-TREATING - B LANDSCAPING WITH NATIVE OR DROUGHT LANDSCAPING WILL USE NATIVE OR DROUGHT TOLERANT TOTAL 1.56 68,049 48,512 19,537 71.3% SD-7 TOLERANT SPECIES YES SPECIES. z PROPOSED FINISHED GRADE \j \\\//77/\\7\,:\17 j\ \\/�\\j /\\jam/\\/\\/ \\/' /\\\\j'\\\/\\/'�\\j /\\�\\j�\\j\ \\j'�\\j\/ j\\//\\ \\\/\N - - - - - - - - - - - - - j/ BROOKS48"SETTLING \j\/� VA/j/Vj V�\\A/\\\ \/// wM wM wM wM ws wM wM rB•srz-DwwMwM wMOwMEwM wM wMwM wM wM wM wM wM /£RCATCH BASIN 36"HDPE PIPE PRETREATMENT �jFOR STORAGE CHAMBERN PURPOSED 48"DRYWELL c- afa. @ 0%SLOPE 12"HDPE PIPE - /// @ 1%SLOPE a'J �� \ /\/\/\�/T�\�\/��\�/�\�/�\�/�\�//\� SUBGRADE/) \ \ \ \ \�/ \\\\�\\�\G. SUBGRADE \\i\\ \//\\//\\//\ SS 55 �S SS \ 55 SS sSvcP-alYcwsss ass ss. sS ss ss ss X\\T (EXISTING SOIL) /\//\// \\/�\i\\���� - :6M= � 01I- OH- - 014 Olhl OH DRYWELL W/ PRETREATMENT AND STORAGE SECTION (1276) I�L y IL- _ _ -- - -- --- -- 'L I - r l SD SO SID SID SD - SO SD--=L SD 0\/v2jj r-BMP-2_ _ '..\ I /12g5� SCALE:N.T.S. - f F_ DMA-2 BMP-3-.. .. ::.. .``. r - I 13784 TOTAL LID DRYWELL DIMENSION TABLE STORMVAULTDRYWELL - L/D/NF/LTRAT/ONSHAFT/NG PARCEL6 33371MP DIMENSIONS OPTIONAL:PVC OR CAST IRON GATE MODEL:SVOW-48,DRYWELL LID SHAFT WITH PRETREATMENT PM 31801 "` \ \ ,III ISOLATION/SHUTOFF VALVE WITH RISER (BK.2T5,PGS.fa-ts) I I \ \ -'.I;':': I STEM AND 3:K2"ACTUATOR NUT BY OTHERS ,� p _ 11533 TOTAL \ L \ DESCRIPTION IN"OPVC/HDPE NroRAuuC/rvPa rRAnory CAPAC rv&PRErREArMCrvrrvor25: \ fi LET PIPE 24'BOLT DOWN CAST IRON FRAME AND COVER 11533 IMP 3 LABEL UNITS VALUE WITH'ETORMWATER ONLY'LETTERING "D"OnC/HDPE 1.INFILTRATION RAPACITY OFAGIVEN DRYWELL IS PRIMARILY DETERMINED BY THE INSTALLATION SITE SOIL DRYWELL'S INLET PI 48"ID TO 24 o,30-PRECAST REDUCING CONE ON TOP CHARACTERISTICS AND THE SURFACE AREA OF THE DRILLED SHAFT. _ TOTAL OF 48"ID PRECAST MANHOLE AND TRANSITION SLAB 2.THE PERFORATIONS OF THE LINER AND SLOTTED INFILTRATION PIPING ARE SECONDARY,NONGOVERNING FACTO-N .: - \ :T A Xx'-XX" - .I.'.'.. DEPTH DETERMINING THE INFILTRATION CAPACITY OF AN INDIVIDUAL DRYWELL. 1- ut (XX'-XX"! 3.PRETREATMENT CONSIDERATIONS FOR THE FOLLOWING WATER QUALITY CONSTITUENTS: • FINE AND COARSE SOLIDS AND TOTAL SUSPENDED SOLIDS DMA-5 \ ' SETTLING " PROPOSED • OIL&GRFASEABSORBENT I B CHAMBER XX'-X%" OPTIONAL:OIL LEVEL ALARM SENSOR SYSTEM • OIL FLOATATION o.°s N II 1 BUILDING HEIGHT WITH I-1/2"PVC SLEEVE FOR CONDUITJUNC'TION 72'0 DRILLED SHAFT COARSE SCREENING OF TRASH AND DEBRIS A`' _ -- - _ ) I -- I _ DMA3 FF=1279.00 BOX,INSTALLED BY CONNECTION PROVIDED AND 5.PRETREATMENT:SIMPLE WATER QUALITY MANHOLE.MORE ADVANCED PRETREATMENT SYSTEMS AVAILABLE FROM DEPTH TO HELD INSTALLED BY OTHERS 3905 TOTAL JENSEN STORMWATER TO INCLUDE IENSEN DEFLECTIVE SEPARATOR,JENSEN HIGH VELOCITY INTERCEPTOR,SAND/OIL C INLET PIPE X%'-%X" WELL AS PHYSICAL INVERT ANEXCHANGE INTERCEPTORS,SOLID COALESCING RTAREIDED AND PLATE HEAVYASTALS.NTRUENTS AND _ - - P I \ 11802 TOTAL OPTIONALHU OFF 12"0H20 VAIE TRAFFT. IC COVER EXCHANGE FILTRATION OF SOLIDS OR TARGETED DISSOLVED HEAVY METALS.NUTRIENTB AND BACTERIA. .�.:... Q INLETPIPE T02%2EM,NUFANDRISRTUBE BY OTHERS 3,60R1REGRACE RINTO MATCH/ORGROUT HEDG D DIAMETER X" VALVE,STEM,NUTANDRISEgTUBEBVOTHERS PACK AS REQUIRED TOMAT[HFINISHEDGRADE &PIPE TYPE GENERAL NOTES: \ I a \ RIM EL.=%%X%X'3 �� SETTLING 1.THIS AYOUTSKETCH IS PROVIDED INASCHEMATIC FORMAT.DETAIL OF JENSEN DIVERSION MANHOLE/BYPASS , R �2 CHAMBER "D"0 L. STRUCTURE WITH ADJUSTABLE WEIR AND OPTION FORMED BASE CHANNELS NOT SHOWN.THIS SHEET 15 IN ^ \ \ ) \ DEPTH 'J" PVC/HDPE I' ylll E• X%-%X' INLETPIPE 'C" " ENGINEERING&CONSTRUCTION FORMATTED DETAIL ENGINEERING&CONSTRUCTION DETAIL READILY AVAILABLE. BELOW HEIGHT \ \ INLET VARIES HEIGHT FLOATABLE TRASH&DEBRIS SCREENING HOOD CONTACT JENSEN PRECAST. VARIES OVER HIGH,OVERFLOW DROP DOWN PERCOLATION 2.PLAN VIEW TOP SLAB WITH FRAMES AND COVERS ARE NOTSHOWN FOR CLARITY. ., 1 �\ INVERT PIPE,VENTED TO PREVENT SIPHONING,SET CREST 3.INLET/OUTLET PIPE STUBS PROVIDED BY JENSEN PRECAST,PIPE TYPE ADAPTORS PROVIDED BY CUSTOMER. \ \ DEPTH OFI -f" INLETINV 31NCHIS ABOVENLETNVERT - _ 4.HOILANSOREENTD MATS TO BE EQUIPPED WITH RETAINING CORD RING,SECURED UNDER ` 2 F RILL D X%'-XX" _ - HAND ACCESS BY OTHERS. PARCE2 3 BMP-4 ) g/� IIIIIIII " _ , HEIG 48"ID WALL DRYWELL LID SHAFT BARREL , II \ DEPTH OF TOTAL SECTIONS S.CO OTAJENSENPRECATFOROMERINSIFCOVER PER DIED CONFIGURATIONS, AND/ER WADI PAL ILL - I 27025 TOTAL \\ SHAFT I 6.CONTACTIENSEN PRECAST FOR OTHER INSTALLATION DEPTHS,INLET/OUTLET CONFIGURATIONS,AND/OR LOADING (BK 216.PGS 14-16) G D48-IN 0EPTH X%'-%X' IIIIIII I HT CONDITIONS FOR STRUCTURAL DESIGN REVISION TO MEET PROJECT SPECIFIC NEEDS. BMP-1 21840 IMP L o\ ..I \ FW FW VFW FW I OF PVC SETTLING IIIIIIIIlAllFILL SELFCGNSTRULTIONNOTES: DRILLED SHAFT CHAMBER COMFAL-SUGGESTED 2-SACK CEMENT "E" BETTER SAND SLURRY SUGGESTED 2-SACK CEMENT OR DIAMETER .F. SETTLING I � BETTER SAND SLURRY MIX 1.CONTRACTOR TO VERIFY VERTICAL DIMENSIONS OF ALL PRECAST PIECES IN FIELD. I \ H X., 4"' ]2"0 CHAMH 2.VERIFY BASE MATERIAL ELEVATIONS BEFORE PLACING PRECAST COMPONENTS Oq BACKFIUUNG. 'I ��� OVERFLOW DEPTH -48' r- L _;�- O DRILLED "H"0 SCHEDULE 4D PVC PIPE,6-IN MIN DIAMETER,4FT 3.APPLY BUMMASTIC AND/OR GROUT TO SEALJONTSOFMANHOLEANDDRYWELLIOINTS. - .... DROP PIPE ELEVATION VIEW SHAFT MINIMUM PENETRATION INTO PERMEABLE GRAVEL PACK 4.APPLY LOAD TO MASTIC SEAL IN JOINTS OF PRECAST MANHOLE AND DRYWELL SECTIONS TO COMPRESS SEALANT IF SETTLING PRETREATMENT DEPTH - '- DIAMETER NECESSARY. I OF 5DR-15 x„ I T2"ODRILLEDSHAFT 5.PRECAST MANHOLE AND DRYWELL SECTIONS TO BE SET IN THE CENTER OF THE DRILLED SHAFT. OVERFLOW 48"ID PERFORATED WALL DRYWELL LID SHAFT - - LLLLLLLLLLLLF /.O i \ I DROP PIPE DRY ELLS BARREL SECTIONS 2,3&6FT TALL HEIGHTS MARIALS: TOTALGE TEXTILE INFILTRATION BARRIER UNDER 1.ALL DIMENSIONS ARE IN FEET OR DECIMAL INCH ES. PASTIC DEP INV EL•%IC(.IC('x ` WA 3-IN Of GRAVEL PACK 2.PRECAST MATERIALS AND MANUFACTURING METHODS O OF CONES AND CYLINDERS REINFORCED TO CONFORM r0 1 DRAINAGE X" PIPE M4 C-4]8. I N 3,CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH P,=4,000.psi AT 28-DAYS. PARC21 26 4.THE PORTLAND CEMENT USED IN THE PRECAST SECTION SHALL MEET THE REQUIREMENTS OF TYPE II/V HIGH SULFATE Z9T PM021L 1T I 1 \ DIAMETER I SHAFTISACKFILLED AINAGE PI PE T/OTPREVVENT BREAKH COUPLER, ING OR PINCHIURE PI PE PLACE NG RESISTANT CEMENT IN ACCORDANCE WITH ASTM CUSS M C-150. (BK.fa6,PGS 5Tssl LBK 135,PGS.5Ts9/ K OFSLOTTED X" S.GEOTEXTILE BARRIER SHALL BE 4-ONCE NON-WOVEN FABRIC. PIPE I I WASHED ROCK,lY."WASHED ROCK L/ET/NGWE/GNTS: 1.HEAVIEST PICK WEIGHT IS 3,600-LBS 2.JENSEN CRANE TRUCK AN SET A MAXIMUM OF 25,000 LBS AT 15-FT OFFSET DISTANCE FROM CENTER OF CRANE "G" "1"05DR-35 DROP PIPE TRUNNION. 48"0 DRILLED IS REGNLATGRYNGTES: I I SHAFT DEPTH 1.DRYWELL MUST BE REGISTERED WITH THE ARIINA DEPARTMENT OF ENVIRONMENTAL QUALITY(ADEQ). 48"0 DRILLED SHAFT 2.PRECAST LID SHAFT MUST MUST PENETRATE INTO THE PERMEABLE A LA 1DFT ND AND GRAVEL YER A MINIMUM OF AND SHALL BE VERIFIED BY INSPECTION. FEATURES TO MINIMIZE IMPERVIOUSNESS: 10' 3.MAINTAIN OR REPLACE DRYWELLTO ENSURE SURFACE WATER IS DRLLNEDVIA INFILTRATION WITHIN 36-HOURS. PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDS MAINTAIN PER MAINTENANCE GUIDELINES OR REPLACE. RUNOFF IS TREATED BY INFILTRATION "K"ID SLOTTED SCHEDULE40 PVC MODEL: PROJECT: OFESS/ MINI MUM SETTLING CHAMBER DEPTH BELOW PIPE,6-IN MIN DIAMETER OQ(, ONq vLET PIPE INVERT,PROVIDES 1,00OGALLON JBn9B/I• DMA EXHIBIT �QF,1- E1 .. eoLUME ° SVDW-48 PROJECT NAME IN Ron SOIL GROUPS: 9�Z PRECAST STRUCTURE HEIGHTS DRYWELL INV DDNNCIRCLESPArt THE SITE IS UNDERLAIN BY SOIL GROUP"B". �W fm n CITY,STATE NVP9431-431: w m 48 IDDRYWELL mT)M'.ss FAX(Ia -, NO EXISTING NATURAL HYDROLOGIC FEATURES �Lu No.90818 OA 46"0 MANHOLE %X'-X%" LID INFILTRATION SHAFTING wwwle":e^e^qI"eerea:y:<ere:.:om NO CRITICAL COURSE SEDIMENT AREAS TO BE PROTECTED �Q SOLID %X'-X%" ELEVATION VIEW-DRY WELL .^...._are :HO :.,A:�g .Mw.^^ DEPTH TO GROUNDWATER EXPECTED TO BE 25 FT' * S O WALL 6/4/2020 AS SHOWN 11"X17" W.STEIN SVDW42 a� Bl C/V 1� ��P 0 15 30 60 PERFORATED on.II RI¢ms Rese,.�ea.a ma W, .a"¢•:,e"se.Prxane.."me"pe.a,ne rEeare,"aeN.1P,m"n anaare Prereaea"nae, -Oj (l VVAu Xx-xx^ SALE:1'=6' D.s.:.Pya¢n,•.a.,ne, "m°"nllen.'"e H'°'e°`"`e ontlo"etl wen ",ek Pree^:c MeuN,e"^e"�iwre" .ea"awl.no", ^e",Rorenlnl,.a OF CAI\FO N.r Sep 24,2021 SCALE:1"= 30' SEAL MARK REVISIONS APPR. DATE APPROP IATE CONDITIONS OF DEVELOPMENT PLANS HAVE BEEN REVIEWED FOR OAND/ORECITY AND ESTATE PREPARED BY: �QpROFEss/ONg7 CITY OF LAKE ELSINORE SHEETS LAWS AND HAVE BEEN FOUND ACCEPTABLE ���2��GNA.4 BMP PLAN No.90919 o A OF 8 BENMC DHM�IAK�. µo 4�N, SHEETS s ° SCALE:: 1; 20 LYD Rpm HAKpIRER�DDDR, RtYD »F MASON MOTORSPORTS REMON HABIB, RICE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE ,cjgj CIV1v p4��v- "�ELY,yTRE DF. CHANCY ST. & COLLIER AVE. FILE NO. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF L/41P,.r-.E BaVaRENTI TDP DF rL CITY OF LAKE ELSINORE Sep 24,2021 DATE: 09-24-2021 UBs D,B„I LAKE ELSINORE, CA 92530 CONSTRUCTION BMP LEGEND BMP TITLE SYMBOL QUANTITY EC-1 SCHEDULING EC-3 BONDED FIBER MATRIX SE-1 SILT FENCE 324 LF SE-6 GRAVEL BAG BERM 480 LF f0"STL-DWG#142 10"STL-DWG#142 SE-7 STREET SWEEPING AND VACUUMING —WM WM WM WM WM �M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM M WM WM WM WM WM WM WM WM ,pq, SE-10 STORM DRAIN INLET PROTECTION yl I{ 7 EA o COLLIER AVE. 3 TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 2 EA WEA WIND EROSION CONTROL 3 SE-7 NS-3 PAVING,SEALING,SAWCUTTING&GRINDING OPERATIONS 8'VCP-DWG#345 NS-(8-10) EQUIPMENT FUELING,CLEANING AND MAINTENANCE Ss SS SS SS S_ Ss SS SS SS SS SS SS SS SS SS Ss SS Ss SS Ss SS ass p� SO4°20'08"W 36.08' T WM-1 MATERIAL DELIVERY&STORAGE SE-10 __ _ N46°15'15"W 271.77' __ __ __ —OHS ' H OH 3 0 OH OH OH OH OH OH OH OH OH OH OH OH OH OH�OH OH WM-2 MATERIAL USE o ® SE-10 SE-6 SE-10 ——L O—_ SE-10 N / WM-3 STOCKPILE AREA N43°43'18"E232.56 .--------- ---------------- SE-1 _SE-10 - TC-1- ____ _ ————— — ————————————————————————————————— —,p. 3 / _ SD��SD.�_3D SDSDSD SDSDSDSDSD � T4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT - «-�...�...�... I( NSE-6 WM-6 HAZARDOUS WASTE MANAGEMENT:.. N > •,� \ i WM-8 CONCRETE WASTE MANAGEMENT e� ❑ I �P 1 . � o• N I _______ ' °�:.;? m c 5 WM-9 SANITARY/SEPTIC WASTE MANAGEMENT I PARCEL 6 SE-10 P.M.31901 , (BK 215,PGS.14-15) ' . -is�: '. .. 5E-10 I 0 N I EROSION CONTROL NOTES "•�,s. a'. 3 1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION pW, CONTROLEASURES THROUGHOUT THE COURSE .°. ',,•_s ° SE-6 SS—ems vl OF CONSTRMUCTION,INCLUDING INSTALLING, p REPAIRING,REPLACING,RELOCATING,AND �I L————J 3I I AND MODIFYING ENSURE THE STE`S W CONSTRUCTION COMPLIANCE WIT H H i SE-6 I STATE AND LOCAL REQUIREMENTS. PROPOSED m 2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE NECESSARY TO BUILDING 3 ti PREVENT EROSION AND SEDIMENTATION. e.. ! I FF=1279.00 tn� y 3. AREAS THAT ARE TO REMAIN IN A DISTURBED I L Ly I CONDITION FOR AN EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE WITH STATE I .�e�l'•,.• •�' SE-6 Q I AND LOCAL CRITERIA. • I 5 = 4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION INFORMATION.AREAS NOT w. I STABILIZED BY PAVEMENT,BUILDING FOOTPRINT, •N FW C7 PERMANENT LANDSCAPING,OR OTHER PERMANENT p STABILIZATION SHALL BE PERMANENTLY SEEDED SE-10 I I PER STATE AND LOCAL REQUIREMENTS. 1 I V I 5. ALL INLETS WITHIN 1 00'OF SITE WILL BE PROTECTED. FW1 o o.. 411 SE-6 � r• I I I T 1 SE-6 L_J TC-1 I 3 PARCEL 3 P.M.31901 WM-4,WM-5,WM-6,WM-8,WM-9,NS-(8-10) (BK.215,PGS.14-15) j SE-7 WM-1 N � FW FW FW FW FW 1 J 441 SE-6 SE-6 . ... .. ... .. .. F—. .. .. �... j I I � N SE-1 3 6°16'05 294.06 0 SE-1 SE-1 SE-1 I � I PARCEL 25 I 3 P.M.21297 PARCEL 27 (BK 135,PGS.57-59) P.M.21297 (BK 135,PGS.57-59) 0 10 20 40 I SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE APPROP IATE CONDITIONS OF DEVELOPMENT PLANS HAVE BEEN REVIEWED FOR OMPLIANC AND/ORECITYY A DTH ESTATE PREPARED BY: �aQROFESs/oN4` CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE ���2�\cNAE4 EROSION CONTROL PLAN n No.90818 o A OF 8 BENNC eHMK�. µo •�N, SHEETS s ° SCALE: 1: 20 n.o xE wmarEixmgcnax. r°vva xe MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE EXPIRATION: BE: DECE, RCE 90818 DATE sj47 CIV 11 p4��P "•`LP,y's"�,�, CHANEY ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF =P..a�sn sw ""c,ea�a LAKE ELSINORE, CA 92530 Sep 24,2021 CITY OF LAKE ELSINORE DATE: 09-24-2021 •„�,,,,,,,,s °„UA EROSION CONTROL NOTES ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.1237,772,529,1004,CONSTRUCTION SITE BEST BACK OF SIDEWALK MANAGEMENT PRACTICES(BMP'S)AND STANDARDS OUTLINED WITHIN THE o� SANDBAGS/GRAVEL BAGS TO CURB INLET LAKE ELSINORE DESIGN MANUAL.NO GRADING PERMIT SHALL BE ISSUED �� WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. �m OVERLAP ONTO CURB B BACK OF CURB THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE 2 CATCH BASIN MEASURES,INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE NECESSARY TO PROTECT THE .y\ WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION,FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS. D D 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF 50 LF OF STEEL PLATES WITH RUMBLE LAKE ELSINORE ORDINANCE NOS.529,772,1237,1004,CONSTRUCTION SITE STRIPS OVER MIN 4"COARSE AGGREGATE I SPILLWAY BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN D THE LAKE ELSINORE DESIGN MANUAL i� 2.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. STABILIZED ENTRANCE/EXIT DETAIL PER CASQA TC-1 3.IN CASE OF EMERGENCY,CALL NOT TO SCALE TC-1 B (RESPONSIBLE PERSON)AT (24-HOUR PHONE NUMBER). ��\_ / _SANDBAGS/GRAVEL BAGS _ STACKED TIGHTLY 4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, 8"MIN.PONDING HEIGHT CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR CURB INLET GRADING OPERATIONS. SIDEWALK 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE _ ,.�..SPILLWAY PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME 'd. \ \ OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF CONCRETE '.' j/ \/\/ GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. WASHOUT AREA " 6.ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF // / CATCH BASIN THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS SECTION B-B FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. NOTES. 7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP O O •ri,+,,�t«M,„.s.. OF THE SLOPE AT THE :-y:t.t,;• CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF STORMWATER OR NONSTORMWATER BEING CONCLUSION OF EACH WORKING DAY. j ':'+. DISCHARGED INTO IT. 8.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON 2. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS:EROSION CONTROL,SOIL THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS STABILIZATION,AND MEASURES TO PREVENT TRACKING ONTO PAVED SURFACES. IMPOUNDED. NOTES. BERMED CONTAINMENT 3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 9.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AREA APPROVED BY THE CITY ENGINEER. 4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC.DRAINAGE SWALES. 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO STREET OR A DRAINAGE SYSTEM 5. INLET PROTECTION SHALL BE PROTECTED AND ACCUMULATED SEDIMENTS REMOVED.SEDIMENT SHALL BE DISPOSED OF PROPERTY AND IN DEVELOPMENT SHALL BE A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM. SHOWN ON THE APPROVED PLAN. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS,A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL PROVIDED ON SITE. 6. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED,DRIED,PICKED UP 7. ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLANT. INTENSITY.THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC AND DISPOSED OF PROPERTY. RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING:A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY CATCH BASIN/INLET PROTECTION(SE-10) SOIL E-1 STABILIZATION MEASURES.C)SIZE OF DESILTING BASIN OUTLET PIPE AND CONCRETE WASTE MANAGEMENT(WM-8) NOT TO SCALE OVERFLOW.D)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF M- WALLS,PERCENT COMPACTION,ETC.E)OUTLET CONDITIONS FROM THE NOT TO SCALE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. R.O.W. 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT STOCKPILED MATERIAL GRAVEL BAG SPEC NOTES: CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 15"x30"POLYPROPYLENE GRAVELBAGS TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A48 HOUR WOVEN POLYPROPYLENE-CONSTRUCTED TO PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND RESIST 6" ATMOSPHERIC AGENCY(NOAA). SPLITS AND LEAKAGE.WITH ANTISKID DESIGN. 13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL 10 X 12 WEAVE PUBLIC R.O.W. WORKAREA— AREAS ON CONSTRUCTION SITES.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 950 DENIER 9500 HOURS UV RATING WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST ,., MILKWHITE COLOR 6'HIGH CHAINLINK FENCE WITH EXCEEDS FORTY PERCENT(40%). 1000 PER BALE FABRIC SCREEN 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL \�\ 1 BAG MIN. BE REMOVED M CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES F ADJACENT PROPERTIES AND DESILTING BASINS AND �\ \ PLACE BAGS FIRMLY IN PLAC E THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE �\ EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. GRAVEL BAG EROSION PROTECTION(SE-6)&CHAIN-LINK PERIMETER FENC SANDBAGS/GRAVEL BAGS J C-V 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A PLACE TIGHTLY TOGETHER NOT TO SCALE COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT ALL AROUND MATERIAL TRACK-OUT.ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL MATERIAL STORAGE BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORMDRAIN SYSTEM. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER. MATERIAL STORAGE(WM-1) NOT TO SCALE I v I-1 SEAL MARK REVISIONS APPR. DATE APPROPRIATE IATE CONDITIONS OF DEVELOPMENT SE PLANS HAVE BEEN REVIEWED FOR OAND/ORECITY AND WITH ESTATE PREPARED BY: �aQRovess/CNg7 CITY OF LAKE ELSINORE SHEETS LAWS AND HAVE BEEN FOUND ACCEPTABLE ���2��GNAE4 EROSION CONTROL DETAILS No.90818 o A OF 8 BENN CC eHM.RK_' µo N, SHEETS s ° SCALE: 1: 20 n.o xE wmarEixmgcnax. rxvva xe MASON MOTORSPORTS REMON HABIB, RCE No. 83156 DATE SAMUEL BELLOMIO, RCE 90818 DATE sjgT CIV 1�p4��P "`•LP,y's"�, CHANEY ST. & COLLIER AVE. FILE No. CITY ENGINEER EXPIRATION: DECEMBER 31, 2021 FOF CALIF w�P,.a�s�swNTMc,ea�a CITY OF LAKE ELSINORE Sep 24,2021 DATE: 09-24-2021 LAKE ELSINORE, CA 92530