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HomeMy WebLinkAboutTr 32503 PG Plan GENERAL NOTES -E R T 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE N MUNICIPAL CODE CHAPTER 15.72 CITY OF LAKE ELSINORE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE 2007 CALIFORFORNIAIA UNIFORM BUILDING CODE. PROJECT SITE 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. DIAL two WORKING 'I M BEFORE DAYS BEFORE YOU DIG You DIG 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT (1-800-422-4133)48 HOURS PRIOR TO GRADING. NEE Tou F 1-800-422-4133 a PRECISEGRADINGPLAN APDBHG SER GEB 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF UNDERGROUND SERVICE ALERT BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPORVED BY THE CITY ENGINEER. 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND s�y> 10 SHALL BE SHOWN ON THE PLAN. �s - 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL TRACT NOm 32503 BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER yaw A.S.T.M. D-1557-70 TEST METHOD. VICINITY MAP N.T.S. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING LOTS 19 - 5 SEC. 7, 19 29 HOMA BROS. INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. PAGE 836,F-7,1999 THOMAS BROS.MAP 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. SITE VICINITY MAP N.T.S. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN W,PER FOOT FOR A o MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. Qo o; 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', o W 31 32 _ AND 2% IF CUT OR FILL IS GREATER THAN 10', DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TRA ROSE D U ® ® ®® 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5' HIGH. �/ S1 i-B s.r s.z, 1D-B s.z• 5265 B s.z 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. [47 afi 45 ai -B 1A-B s.z 7D-B 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. RIVERSIDE STREET S.z' 1 1,2' 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. SITE 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. 18. ROUGH GRADING REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES DATED FEBRUARY 8,2010; AND GEOTECHNICAL REVIEW PREPARED BY PETRA GEOTECHNICAL INC. DATED MAY 28,2010. S191-RINCON S21D-DANIEL S21C-CHAD S265-TOPAZ S21A-ALISON S27D-DEVON 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. z BAY STREET 1 STORY 1 STORY 2 STORY 2 STORY 2 STORY 2 STORY WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. TYPICAL BUILDING FOOTPRINTS IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE a ADJACENT GROUND SHALL BE GIVEN, N LEGEND OF ABBREVIATIONS & SYMBOLS NOTIFICATIONS 20,ALL PROPERTY CORNERS SHALL BE CLEARILY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF T.C. TOP OF CURB (100)- EXIST. CONTOUR ANY CONSTRUCTION GRADING. F.L. FLOWLINE ELEV. -100- PROP. CONTOUR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT(48) / 18 55 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. 21, STABILITY CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE T.G. TOP OF GRATE PROPERTY LINE CITY OF LAKE ELSINORE 1-951-674-3125 BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 17 56 G.B. GRADE BREAK � DAYLIGHT LINE F.G. FINISH GRADE 29 SHEET FLOW RATE UNDERGROUND SERVICE ALERT(USA) 1-800-227-2600 22, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 16 57 R.G. ROUGH GRADE GRADED SWALE ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND 15 58 F.S. FINISH SURFACE ry CENTERLINE SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 d 4 BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS Sg INV. INVERT OF DRAIN - ^� - SWALE HIGH POINT SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 14 P. PAD ELEVATION - - FLOWLINE MEDIA ONE CABLE TV 1-951-674-7741 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 13 60 F.F. FINISH FLOOR ELEV. SUBDRAIN A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND ROSE SACHET LANE G.F.F. GARAGE FINISH FLOOR C� AREA DRAIN ENGINEER'S NOTICE TERRACED AREAS AND ANY SUBSTRUCTURES. 12 B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. 1 E.V.C. END VERTICAL CURVE TOE OF SLOPE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT C. DURING INSTALLATION R BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL n THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 2 P.I. POINT OF INTERSECTION RETAINING WALL CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 10 E.P. EDGE OF PAVEMENT FIRE HYDRANT LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER 3 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER,SHALL BE PLANTED 9 T.W. TOP OF WALL ELEV. U__ STREET LIGHT WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREE a T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR 20'ON CENTER; COMBINATIONS 15'ON CENTER SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 6 D.F. DEEPEN FOOTING DEEPENED FOOTING APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 5 L. LENGTH oaF. 04. WATER METER IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES 7 e DWI'. DRIVEWAY CATCH BASIN &LOCAL DEPRESSION RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED ADJOINING PROPERTIES DURING THE GRADING PROJECT. N.T.S. NOT TO SCALE ® AC UNIT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT BENCHMARK DESCRIPTION INDEX MAP O SREQUIRES EWER VALVE BACKWATER THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES 27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON BVVOPTIONAL 3'x3'CONCRETE GARAGE STOOP CONCERNED BEFORE STARTING WORK. AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 3'x7'TRASH BARREL STORAGE USC AND CS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38 CONCRETE PAD 3.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. FEET WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FEET SOUTH OF POWER POLE OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE 19319 CWT. PREPARER OF THESE PLANS. 29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. 30.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. 4. QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE ELEVATION 1425.76 NAVD 88 RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NOT EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SOILS ENGINEER 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO SOILS ENGINEERS C E RT I F I CA� ROUGH GRADE APPROVAL. PETRA GEOTECHNICAL WE/I REPRESENTING PETRA GEOTECHNIC L ICA THAT RECOMMENDATIONS CONTAINED 3185 A AIRWAY 35.APPROXIMATE DATE: BEGINNING OPERATION- 7/2010 COSTA MESA, CA 92626 IN REPORTS PERTAINING TO SOILS E I CONDITIONS HAVE BEEN COMPLIED WITH COMPLETION - /2012 714) s49-69z1 TO OUR SATISFACTION, THIS CONF IO SNOT TO BE CONSTRUED AS AN 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN AUTHENTICATION OF ANY DIiLJ�(S� ELEVATIONS SHOWN ON THESE PLANS." FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES UNLESS THE LOCATION, MATERIALS AND DISPOSAL OWNER/DEVELOPER (_`-/) METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 9 OFESSI°RIC d- 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 5171 MONDORNIA AVENUE, N HOE 120 h`'S ROO F�c o1 IRVINE, CA 92617 F, 38, GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. (949) 467-2607 By GET/ 2024 � N0.GE002024 O 39.THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NIPPED)PERMIT TO REGULATE EARTHWORK ESTIMATE EXP. 6 30 12 sj°fo1ECHN�OP s MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. ��OF CnuF n 2,700 CYS. CUT h NPDES PERMIT#WDID NO. 833C358737 DATE ISSUED: 6/23/2010 0 CYS. FILL WDID # 833C358737 M �Do MARK REVISIONS AP P P e DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL ----"AS BUILT' Z APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE © ]..[UNSAKER & ASSOCIATES �opR PF ED SI°r� -------------- CITY OF LAKE ELSINORE SHEET 1 a0 LAWS AND HAVE BEEN FOUND ACCEPTABLE �� I R V I N E PUNNING • ENGINEERING • SURVEYING �e-Q�s RCE_---------- EXP-------- DATE cC Th-Hughes•I wi CA92618•PR(949)583.1010•FX:(949)583-0]59 �; m REVIEWED BY: PRECISE GRADING PLAN 6o NO. 42038 E.P.3/31/16 TRACT NO. 32503 °F SHEETS N sr P SCALE: LOTS 19-54 KEN A. SEUMALO, RCE No. 56915 DATE vT clvly �� __ FILE No. y^o Q AS-BUILT CITY ENGINEER eOFCALUF° INSPECTOR TITLE SHEET wo CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: d� F:\0602\Engineering\TR-32503\Grd-Precise\SHTO 1.d wg PLAN NOTES ND SEE SHEET NO. 3 PLUMBING FORINFORMATIONAONLYEGEND I Uj- 7 iF� _ , =,3q SECTION 710.0 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM - 1^ II ^J X�°:-� SEWER MANHOLE OR BELOW MAIN SEWER LEVEL. II v; `V bm ,y � L 19 MI o A°. °5.` 2.0%... - �I NEXT `• .,� 4' UPSTREAMFMANHOLE COVER OF THE PUBLICRORR PRIVATE TSEWER,WSERVING SUCH DRAINAGE PIPING, SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING 124.61' .. 1%.MINA y °�.� ^ oo^gym in �o AN APPROVED TYPE OF BACKWATER VALVE. FIXTURES ON FLOOR LEVELS ABOVE 11 00 �... .L.. o i ____J e J 15' .-� SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. tc MIN' "� �' Ey9 i"� IIFCLEANOUTS FOR DRAINS THAT PASS THROUGH A BACKWATER VALVE SHALL BE � N10.5Y li = 2 0% CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING"BACKWATER VALVE o ,, F ----- `^°6 InDOWNSTREAM o o;n i U O O MIN - o s 23' O BACKWATER VALVE SINGLE SYSTEM PER SECTION 710.0 OF THE C.P.C. (SINGLE STORY) *SS BACKWATER VALVE SPLIT SYSTEM PER SECTION 710.0 OF THE C.P.C. (TWO STORY) o MAN g II Q O N� ,� _ -� SEWER MANHOLE WITH RIM ELEVATION Is SEWER LATERAL A` L4_ I CO O NI h \� vim `v,i II 1 A b 15' j m N6 ° ¢ N e 49,} o`� LOTS 31, 44 & 45 REQUIRE BACKWATER SEWER VALVE. 00 o I o� Ll5. `,�° ` ® 9,MIN 1 a - 0 1o.z% sr"-- ...�».. ...».. ............ LEGEND o0 0 i b 43.4. ^ 11s.67' %MIN. ro 3 4q, yok c' EXISTING 6'TUBULAR STEEL FENCE 1%MiN. �. --_229 I N ,_ - N 6 'S I o 0 0 M- EXISTING 6'SPLIT FACE BLOCK WALL 6 o I O�O -- 1 F OOAQ\p ro0 M o. P4 I� X L____-1 �� o a �_ I � N�, I II 11y% o ,6 5. � _BANTRY BAY STREET EXISTING 6'WOOD FENCE MN~ O L b +++++++ � PROPOSED 6'TUBULAR STEEL FENCE O 0 o= 10 - --m Oo°tip o ti ••••••••••• PROPOSED 6'SPLIT FACE BLOCK WALL �1 �CL b J (N LL ti x—20 PROPOSED 6'WOOD FENCE 04 I o o� mm I o 4 b a O a / WOOD GATE 21 _• _~0 -.._ 121.17 MIN.. • o r.LCf • _ 9 _ h ,/ o m O b II � R 4' MIN. N B io a �'mh 20 ~ c°� •- `^� II N ROUND OFF TOP HP } 1 PAD-0 3' 10, '� "o \ o- /- �N 1 Ot P U O O �o "' ---- 0 ~ ---- I 20' I 2.0% 27 MIN I Cp ^ o 27 MIN, Z 2. ^^ __ � II II z MIN. MINN -Z � I '\° F5 m i T M N x 12 TO 18" (6" MIN. ABOVE PAD ELEV.) I ' Q- \ v b o 2 -� ° o o A A C C i` ^�� I J ... N o'er o� II'D �����°vm O15. IQ \°5°v voi Ovm L____� m� 15, 11 bT �' �o s sy% 79Z o o SECTION B-B -A L b b b oo m� 19 MIN. 339 Y... 1%MINT... ° o;103.37' _ 3 6°SG `L 3' MIN 136.17 MUDSILLN. _ 0 ry 1%MIN... ,� G M 1 N 15, m 59 A EO L6 m -� Ln FF o 1°° 5. .�6° II 2' MIN 0 2 ES N �' _ 1 % MIN N b O b h o h 8.0% II J O N 20% MAX 02.09, �Z I�I��l�l(j O 0 � mUri� coo MIN. a �I 0 0 6°`L C) Z 20% ----J (O MIN. I N "� 4 I g � 6" MIN.� GFF=FF-6" SEE DETAIL FOR CURB a II I^ - , DEEPENED FOOTING PLAN 1 a ~II - 20' II s Z SECTION A-A L N Q_ m 20' f _ o a P + ,n o 3' MIN. 5' MIN. o ro 6 b J 30 30' a MUDSILL w�: b ¢ N P `L�°f 50't MUDSIL ELEV. MUST BE b o b o o® ., v1 n - o`� 2 7 0o f: ° 20' 1 N 7%MIN. l FF N, MIN'*MIN. PQDAELEV. OR G. P 10.8 15 MIN.,... . `O `ti c' `L6 __ ...4m ;II �FL, F HIGHER EXTRA HEIGHT OF FOOTING ,y,MIN. 136.15 AS INDICATEDON PLANS BLDG. PAD ELEV. b r... °MIN. --- .�6 f b4Nm - ��� j SEE DETAIL FOR 1 :�:�� eel 20' �n o i a _ n o o n Ln �� MIN DEEPENED FOOTING a,^ `�°� u - v= o 20% MAX 2% MIN. (7„ MIN.) _�� \ i w i- � - o z 207 MAX. GFF=FF-6„ d' ^ ` ? / 20 Q gl 2.0% 6„ MIN 6' MIN. QOO - o v°Fy' I ^ MIN. o SECTION C-C CL C2- s' DEEPENED FOOTING DETAIL ALTERNATE 2. - MN �� n �n � o v � ���•-� S� I 9.6% o LL I io 10' 1 6 F 0 a b 7.9% 1 LL , �J �o ti _ t o� o� ° SD TYPICAL LOT DRAINAGE DETAIL —BUILDING OR co GARAGE WALL a m o ., o 0 %MIN 1 ® ' O,�G -•r... _^�. .. 3.36' U 1 6. __ ...�... o..,... ,... ..3.89 N.T.S. o CONSTRUCTION NOTES. N I 1� REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 i I ' CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 11Z `` o V 3 6 5 55 G>_ OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE I GI h 2M, 9% MIN. 11..111-III-11_. -II_.111-II_.IIJ1- GRAPHIC SCALE LEAVE OUT ONE BLOCK AT THE SWALE FLOWLINE o N h IN FEET) 1 TYPICAL DRAIN THROUGH THE WALL I inch= 20 ft � A T NOT TO SCALE MARK REVISIONS AP P R• DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL "AS BUILT' n�/ g APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE QROFEss 10 ------------------------ CITY OF LAKE ELSINORE SHEET o D. ------------- a LAWS AND HAVE BEEN FOUND ACCEPTABLE �e-���P ooi�Yc"y mA RCE_ --------- EXP________ DATE REVIEWED BY- NO. 42038 PRECISE GRADING PLAN of 6 E.p. SHEETSZ KEN A. SEUMALO, RCE No. 56915 DATE syT civlL ��P SCALEE_-----__ BENCH MARK: TRACT NO. 32503 FILE No. � F OFCAL%F INSPECTOR LOTS 19-54 Q AS-BUILT CITY ENGINEER EL. 1425.76 DATE: 1935 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION d FILE: F:\0602\Engineering\TR_32503\Grd_Precise\SHT02.dwg SEE SHEET NO. 4 L - ■- - - - - - RIVERSIDE STREET 30.00 0 s 0 7 i71.84' �—_.--- ..�_. o • 1%MIN.— �5 • 107.35' m .m 9.58 GO'Z i0d - 19,MR. : o O I zsf / e 2��m\ �� LEGEND ^ - - ' o J oo m 3 Qc if)N r EXISTING 6'TUBULAR STEEL FENCE 0 0 2 ^w Q '42 ,60G �N^� 1 CO M-p�_ :z SIN o O O EXISTING 6'SPLIT FACE BLOCK WALL II II I l� x II II 8'39 O� °6pss 6°6 N y , u m O� J 10 ---- EXISTING 6'WOOD FENCE g z ~CL Ll L ~ 1606.3 FS '` y 0 sy o Lwi e n 1n w o- `� zo' es. 0.5' PROPOSED 6'TUBULAR STEEL FENCE 4 ••••+•••+•• PROPOSED 6'SPLIT FACE BLOCK WALL isx In J9N' 9 ®®0 _ 6° G �bm I oy. - o a N e? fn n a N PROPOSED 6'WOOD FENCE I � , r%_ MIN. ..' M F5'ti� 7.sq �� r----J g4 ion ♦ WOOD GATE W Z \ 3' M 1 1606 Lei .�00 m m o 1 ro 20' S F__ oz(z)1� (Z)6 71 1 CIO 06 Do MM' ox ^ � >s o p r LL " m CN L` 4 f ' CONSTRUCTION NOTES: REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 I roN 10 w O `` �p \^ °12 5.07 1 y6 y. '— 27�} ) CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 0 4 ., C51D ~ �60'�, 1 2 MIN. ^ - _ ' GOZ-► O' • iO ® 4 o0 Gl— OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE o4. m b ..�239 p '` . -.��1° �� oo bt 15 -'cvm L---� 2.07 ^� o ^ox 15' ,`� ^�fli 7.3% `� ro ^ ----1 I� II ye MIN. d 12.0% off: VON CIO O L-- 1 ��I 6oyy ��� MIN. Z 00 1`° F F5'c� N -4 II�� II II y boy> 5�% o �_ o it 38't I NrL 00 IP II �4 124.61' MIN. �..... y'� 10.5% J z: 2 2.07 o J (BOO � ,-� MIN. 23 I (0� 1 J MIN~ II � Ni hm d'�� - + b vUi 0 `°`° o N h `� N - b I 15 I I �0 4� Ok6 b ¢ o 0 0 o w 49 t o`� 20' OhFS 1'l� '\'\„J ® 1%MIN. u� ...�... r..� . 43.4' b _ o ^ 116.67' \ _ 1%MIN. b 17 MlN. y JN I f O N II o �� 6 F 6oa� �� o \l ion M � ^ L- b o0 o N 9 V BANTRY BAY STREET 11y% � G 0 r R T MIN. 10' L---- vDIAL Two WORKING N�o Z I CO I ICI d ,p01' — per' BEFORE DAYS BEFORE I� ry`l I �\ O N YOTOLLDFREE 1-800Y4422 DIG 4133 A PUBLIC SERVICE BY o�i ` (a� W m 20 UNDERGROUND SERVICE ALERT ti z1 3110o J M oo / I — — o GRAPHIC SCALE 1 f SEE SHEET NO. 2 �1 ( IN FEET) �- U 1 inch= 20 ft. �/ C nr�r�p DATE � MARK REVISIONS AP PR. D� L APPROPRIATE CONDITIONS OFVDEVELOPMENT DROAND/OR COMPLIANCE AND STATE PREPARED BY: HUNSAKER & ASSOCIATES SEAL Q� "AS BUILT' g DFESS" ------------------------ CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE © I R V I N E I IN C D. oO <" 4 �_� EXP________ DATE U PUNNING • ENGINEERING • SURVEYING m 2� REVIEWED BY: Z Thee Hughes•I wW,CA%618•PR(%9)583.1010•FX:(%9)583-0]59 m NO. 42038 m PRECISE GRADING PLAN OF K E.P.3/31/16 SHEETS TRACT N0. 32503 w KEN A. SEUMALO, RCE No. 56915 DATE vT cIvIL ��P scnLE_______-- BENCH MARK: LOTS 19-54 FILE No. Al AS-BUILT CITY ENGINEER CAL v1 FOF %% ° INSPECTOR EL. 1425.76 DATE: 1935 w� CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION o_ FILE: F:\0602\Engineering\TR_32503\Grd_Precise\SHT03.dwg 1 29 1 ®® n i%MIN ^� O o g 26't _ J co 0 2.0% III p 22.5' 4 •.� - - 31.04 o MIN. `D= IIII I p 62 110.9 1 34'f CLLL m� o e � 160 �.-� ^� f� p � II z m 8.1 W p � .- - w - Li 20• a F.S. / p^ w 106.59' 1%Mw,..�. �. ;8° 01 y , -- I t! e II o2� 121J in 1%MIN.h ..�03^ cD F - L<_ oil .. p (v I MIN 26' 4 1607.7 mom L-- o,o 0 0 0 �` ^4Lo `� o�y. F.S. 5.7% oll Z• �`3 P � 1 O y ^ o � `•F 19 MIN, 1 75T 106.2T t I �_ V 75.11 I 1609.6 i X 609.E 609.3 g 2.09, ^ FG - FL�HP1�1.1N1MIN. F.G. MIN.23,, o r..._-... ..V3 - N Q p^ r o 32 1610.3 -H o`` o 23 o FL�HP r� N a .Lo ,a oo ¢ mom 6 t ^ 1609.0 00 `D 1608.8 F.L. 12.4' 1609.90 c91%MIN,... O 1 F.L. W'S EL= II �610.01 ^ Ma~_ 5q °' M ,��F5 30TX-CL �' D.,' 1 I 3 TX-AL 27 0, I ^m� `" o it P=1609.E r--- ® � . 3' � In =1� ao 606 FF=1610.3' ® g P=1610.E 39't L---- ��N - p 0' 1 : 'g FF=1611.3 O -g gyy, ,� ` 1609.9 1608.E `^ /v 1 115 FS F.L. `---�I Q 20% V L---- N 1 6 •N z 41 GFF= Z MlN, v a 10 I p p •.`° ��' ---- 1609.42 : 5, A 02 x� I1609.5 1608.4 f FL-GB II 1609.5 1608.2 �. FLAG fF- d\° O� .. FL. - o� ` FF=16f0.8 FL�GB LEGEND V 31'f II +i o N "? �/ �0. F60G. '.•.•• * 1.8%1609.3 a 9. D.F T 6 II 6 m LL o`� `o �6 �' F ro GFF=1609.42 GFG B W EXISTING 6'TUBULAR STEEL FENCE 60k \ II ¢ `� o o 1131) 04 FS GB w '^ EXISTING 6'SPLIT FACE BLOCK WALL 11 L3T a ®1%MIN. W - - - EXISTING 6'WOOD FENCE - i ;+ PROPOSED 6'TUBULAR STEEL FENCE f - ••••+++•+••••iN PROPOSED 6'SPLIT FACE BLOCK WALL 1 I 1600 000 oe 6 G 60� 0000 60� 0000 600E 0 e a o N e ,,y. PROPOSED 6'WOOD FENCE A WOOD GATE TRAILMIG R E QRI E _ 6pk;G' 60k.�C, O OkOc�'960\r? 1`OOyFG ,�OOyF�' OyeS' ,� , ��' •� o6Acr`l. oA�S '� 6010�' OAFS 0�65 '� •.- 600'�O 066`7. P, o o 0 M M i O 63.50 61.00' j 58.00" -, 6300 9.. 61.00' 729, - J f 1605.2 10% m �1 /� 1606.2 0 1606.3 N ,oy ,' 1608.1 � J/11�0 N ^ 1609.4 / FL. to 1607.4 FL-GB 0.3' - FL�GB FL-GB FL^-GB I L I D.F I 03• / .6' 0.4' 1606.91 O F.L. 0.6' DF D.e DF 1608.2 109.3 0 7• D.F. FS GB-G 1607.3 GFF=1608.70.4' (-F'LGFF=1610.7FF=1606.8 : 1.6% Os• 1 D,' OF F=1609.7 FL�cB �GB N1605.4 . -: D607.4 • 6t .. O�O .II igF.L. T tN 6 7."S FL-GB 5 3 O O W A GFFi zg �-- v 160 1^ 1 7.3 5.2' g' e V ----- 4, g r--J g _s�,... m g' .:.... 1606.4 ce '- 7'f WS D.D. Ai •,0't O o 1® g FL. +6°FS 3' ^1 ® 34TX-CL Bw D.F. ® ® A34TX-BL D.F. CONSTRUCTION NOTES: Y 4, 24PX-AL -- 1 ® * i ® P=1608.5 z --�24PX-AR ® P=1610.5 q• P=1606.6 T±- } ® ___J 30TX-BL 5 FF=1609.2 0.0• g q 8' FF=1611.2 - REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 U it O i FF=1607.3 aF t P=1607.5 ' D.F. P=1609.5 �' o q•- 1607.8 6' FF=1610.2 1609.8 16099 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 m D.F s' FF=1608.2 FL i FL. OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE J �I D.F. O.pLi 1607.9 1608.7 1608.9 III IIF I\/I1�,LL J¶II-tea �I¶IL,\�\� I I ' 1605.9 1606.0 o D.F. ``�._ ... �o 0.0.F.L. F.L. `�.. o O 11 `lU 'l.4 ll 11 F.L. 1606.8 1606.9 ____ -___ L-io F.L. -->h F.L' 1608.2 1%MIN. OF b II II 1610.2 19,MIN. o --__� 17 MIN ^ - - -- �� FL-HP ��_, f 1%MIN. -__� FL-HP V DIAL � _ _ TVO WORKING 1606.3 1%MIN 16072 H 1609.2 iH BEFORE DAYS BEFORE +H +I FL-HP FL-HP w 1 -H FL-Hp ^ L� I� YOU DIG you Dlc u� orn 1v o}I2 { a o 1}I 2 -H V M * 1} N N Ig H O 1}Z N g TOLL FREE 1-800-422-4133 cp of 2 f Z d� N O� �v/ N N M A PUBLIC SERVICE BY 45 ^ Nf g_Z , N 43 606. UNDERGROUND SERVICE ALERT O \ \ N 47 1606.8 1607.8 46 1607.8 1608.9 1608.9 1609.8 44 1609.E N 1610.9 161 GRAPHIC SCALE F , 63.50' FG 61.00' F.G. C F G. j 58.00 F.G. E.G. 63.00 F.G. \ - - P To 20o - - - - `O ( IN FEET) �- SEE SHEET NO. 3 I inch- 20 `t MARK REVISIONS AP P R• DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL "AS BUILT' � g APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE RFEss lo ------------------------ CITY OF LAKE ELSINORE SHEET OR D. ------------- a LAWS AND HAVE BEEN FOUND ACCEPTABLE �e-\��P Doi�7<"y RCE__--------- EXP________ DATE N0. 42038 m REVIEWED BY-6 Z NO. 42038 A PRECISE GRADING PLAN OF SHEETS KEN A. SEUMALO, RCE No. 56915 DATE syT o1V1u e�P SCALE:-------- BENCH MARK: TRACT NO. 32503 -------- FILE No. Lj F OF LOTS 19-54 Q AS-BUILT CITY ENGINEER CAL1Fo INSPECTOR 2 EL. 1425.7E DATE: 1935 � CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION d FILE: F:\0602\Engineering\TR_32503\Grd_Precise\SHT04.dwg bi17 I�rn 0% yy m� 1 O' _MIN N. 31.04' 19,MIN. -� i � s _ CONSTRUCTION NOTES: u N = 32;} g ^ O _- '�°FS �n"�m ^ w J-g i� REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 e4 m L(j 1 '� \-F' 4 a oo CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 e a I '�tO3' ,6 a e Q ,9 MIN. In L OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE o �65 5. HHH( � 2.07 d m 3 6 LEGEND MIN.26' _ La_ 0'` _ e�^ L ° 2 \\ '4 EXISTING 6'TUBULAR STEEL FENCE • � � � ^�2 �l 1"D Q •'i I z MN. � pMIN.75j' MI EXISTING 6'SPLIT FACE BLOCK WALL 1609.E 1610.E q Z F5 �� ^•� II o a o ry \ - - - �' ----F- II II =� Z N EXISTING 6'WOOD FENCE \ 1612.E o1 2 1612.E -9 32 FG,-H c�Ig 1612., F.G. 1610.3 li M +I 1610.6� No u7 FL-HP 1%MIN. M 1ti N m N�__--- 10, 26 t PROPOSED 6'TUBULAR STEEL FENCE N o FIB P r� N F.G. `, o r---- 21,E CA 09.0 Mw. __ 6 05. •.+•+.+•+.+ PROPOSED 6'SPLIT FACE BLOCK WALL 7 �4, 1609.90 II 1610.0� F. ^- 33'f .- 16,1.7 FL f F.. F.L. 1611.8 ? p 79- • 19 MIN. m I� 0.v 7' F.L. PROPOSED 6'WOOD FENCE D3' 31 TX-AL 7' D.D.34TX-CL 7 _ ,`p 1m ..%09°�... -fir;_. .17 07--.. ._r. ♦ WOOD GATE 0 ® z P=1610.6 J D.F. * g g z' s.$ P=1612.E ® A �• ti° = . oa.s 1 h L FF=161 1.3 0...... t o o J 3 7s �_ g l� FF=1613.3 ..k , 5 _ �� ----� 0 -- a F.L. -++ "I M 'l. F `ti 5.6% o0 I N '9.42 : 5, ® 1 g� 16F�. C9 _____J m d- 2.07 508.4 1609.5 A `. se' ^ F. G FL�GB 1609.5 + MIN. N�Z , FF=1610.8 1 FL GB Fl 1611.3 �. ry� > N �F FF=1612.8 FL-GB) 1 , D.F. �� Q �6 o M I 00 0o io V ' 63.00' 64.1T f '�°c _ .6 �._�...� 19°MIN.... _ �... o Z - - - - - ° ^m� N )38 1 cy Z o L L 0 00 'h O o 0 Oa p0 0,�0 P" o I J(:Y)�0 10, 'g 2 0% a1611.0 co o W MIN. W TRAILING ROSE DRI I N zz 4 LL co N J 007° Ay. q, o O� 0°'�O'^� 06 0� 5 76 \.:s m N V 4 O N 0 0' b 49� p h�0 °' F O' F 7.). ..? i Q 29 f W � � p 7s 1%MIN -- _ 61.00' '.� I 22.18' 1Z8 gQ0 ,s,1.2 1611.8 \ 1611.3 1.3 16,2.2 F.S. F.L. F.S. �16 's\ i 35.24 fib\\ 1611. GD 1612.2 1612.4 1,51' F.S-G.B. 0.3' FL-GB Ll DE oF , `V 16 01 B�- ' 161,��0" \ 1612.0 O98.2 16093 FL�ce GFF=1610.7 0.5' D.F. FL-GB ? GB ' OF 1610.0 FL7GB F L. 1611.41 g' FL�GB 1611.3 GFF=1 1 O ••} } FF=1611. /GSF B�GFF=1611.8 I 6,0.0 ... 1.6% 7F D.5' FL. ... - ... D.F. 1612.1 ' 5 Z i FL-ce q i. \'F FF= 4 FL GB ° V z �• I g'T-� to \ q I q I • _ } A �� i g_g'____1 7.2' �� N ___ ® FL-GB 1 D.D• GFF- 1I z11I'I 6 D.F. ® ® 34TX-BL OF g 00' .�..� 1611.E 1 f ® P=1610.5 4' I 5 * 1612d7 �' 3' 24PX-CL $' FF=1611.2 6 1610.9I Fs g z z� T 4' FL-Ge �, 'Z 31 TX-BR �1 z •f 1 P=1613.2 -- g 23TX-CR ®} ® P=1612.2 609.8 sDa9 ® _ _J 30TX-AL s' i 5.5'FF=1613.9 -� P=1611.3 615 FF=1612.9 9' o s.9 F.L. F.L. ' DF, FF=1611.3 s' P=1612.0 FL.! 1611.8 o o FF=1612.7 i 1612.5 1610.7 O,p 1612.7 Ll 16,0.6 10'f 1611.3 1611.4 F.L. D.F. o II II F.L. II 1610.2 17 M/N. F.L. F.L. F.L. ��.. t4 ZO, S I LJ' 11 `V/ 'l.4 ll 11 N FL-HP 1%MIN. II 'l o <o o O II II 16,2.0 AS E - 19,MIN. ..MIN. +i ...1%MIN. 1613.0 o 161,.0 1611.7 a +i DIAL 1}I Z BEFORE i DAYS BEFORE i 2 �' N g N �-I � FL^�HP cp 1W0 WORKING if rn FL-HP N �' 41 FL�HP a� Tn N 43 " 42, } M � � of g � 1 M G� YOD DID 0D DIG a 1 o1}}1I=N �40 N N 1}}I 'N O g ry g N I 13.5 3 9 TOLL FREE A PUBLIC SERVICE BY 800-422-4133 1609.8 `� 1610.9 1610.9 1611.4 `� ,6 1.4 1612.1 �-� 1612.E 1612.E F.G. 1.00' G. � 58.00' FG 63.DD' 5$.Q1' F.G. 76 F. 77.81' 1613.5 UNDERGROUND SERVICE ALERT ti GRAPHIC SCALE W c ,o 20 w ea o 9 FO°r ,6°9 h ( IN FEET) �- U 1 inch= 20 ft. MARK REVISIONS AP P R e DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL AS BUILT' g APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE OR VESS" ------------------------ CITY OF LAKE ELSINORE SHEET D. ------------- a LAWS AND HAVE BEEN FOUND ACCEPTABLE �e-���P ooi�7<"y RCE__--------- EXP________ DATE O N0. 42038 m REVIEWED BY- NO. Z NOE.p. 42038 A PRECISE GRADING PLAN OF SHEETS6 TRACT NO. 32503 KEN A. SEUMALO, RCE No. 56915 DATE syT Pclvl�CAL% e P SCALEE_-----__ BENCH MARK: FILE No. FOFcnL1Fo INSPECTOR LOTS 19-54 Q AS-BUILT CITY ENGINEER EL. 1425.76 DATE: 1935 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION d _FILE: F:\0602\Engineering\TR32503\Grd_Precise\SHT05.dwg EROSION CONTROL NOTES• EROSION CONTROL NOTES(CON 9.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 802, 1237,772, 529, 1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP'S) AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. NO GRADING PERMIT SHALL BE ISSUED WITHOUT AN 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE MEASURES,INCLUDING DESILTING GRADING FINAL. BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT THE 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. 11, DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY j CI__ CZ, MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: i 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529,772,802, 1237, 1004,CONSTRUCTION SITE Q BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS, Lo O2.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. J � 3.IN CASE OF EMERGENCY,CALL LADIO KYTLICA (RESPONSIBLE PERSON) AT(818)266-2656 (24-HOUR PHONE NUMBER). C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. z 4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN D) DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. CL. 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION E)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO - A SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. Z) TRAILING ROSE DRIVE TEMPORARY AND PERMANENT SOIL STABILIZATION. V 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR - 6.ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10) FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE / WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). xx CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. B 13. SHALL MAINTAINED AND INSPECTED DAILY.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING W � 7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). 42 41 4 9 8.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES IMPOUNDED. OF ADJACENT PROPERTIES AND DESILTING BASINS AND 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. FIBER ROLL 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. SLOPE- 9" MIN FOR LEVEL GROUND, 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET A FAR`_ 12" MIN FOR SLOPES SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES x RIVERSIDE STREET INEFFECTIVE. Z NPDES/STORM WATER POLLUTION NOTES 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED,PRE-QUALIFIED BMP'S FROM THE / 3/4" X 3/4" CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA)HANDBOOK/WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE WOOD STAKES MAXIMUM EXTENT PRACTICABLE.THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL MAX 4' SPACING EROSION CONTROL MEASURES(E.G.,HYDROSEEDING,MULCHING OF STRAW,GRAVEL-BAGGING,DIVERSION DITCHES,RETENTION BASINS,ETC.)DICTATED BY FIELD '4 A ENTRENCHMENT DETAIL CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT,MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES RUNOFF MUST NOT BE NOT TO SCALE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. PROTECTION ON OFFSITE SLOPES AND ALLOWED TO RUN ON- SITE SPACE LETTERED LOTS ARE BY UNDER OR AROUND ROLL. 2 WATER QUALITY POLLUTION BOARD(RIWQCB)N SANTAPANAH REGION AND/OR THE ECITY OF AND ALAKEDE VELSINOREBLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL OTHER. �P+ 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. "k y DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE y� STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. �P NOTE: DEVELOPER TO MAINTAIN 5'X1' BERM k INSTALL FIBER ROLL 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS STAINS SEALANTS SOLVENTS DETERGENTS ALONG A LEVEL CONTOUR. GLUES,TIME,PESTICIDES,HERBICIDES,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS, AT REAR OF LOT, TOP OF SLOPE y III AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM ENGINE/EQUIPMENT ICI a " STEAM CLEANING OR CHEMICAL DEGREASING;WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. BANTRY BAY;STREET 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE ADJACENT ROLLS LOCAL STORM DRAIN SYSTEM. ly III k SHALL TIGHTLY OVERLAP 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM m yly THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE TOILETS,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. VERTICAL SPACINa N STALL A FIBER ROLL NEAR 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. ALONG UR MEASED ALONG TH U W IN SLOPE WHERE IT TRANSITIONS A FACE OF THE SLOPE 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE VARIES BETWEE � yl�j �' INTO A STEEPER SLOPE PROTECTED. 10' AND 20' Ili"• 10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR I THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. TYPICAL FIBER ROLL INSTALLATION DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM A (NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 18 55 o NOT TO SCALE 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING ro MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN II PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY, 17 56 - 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH J - DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. U _ Curb inlet CD -�-- ,�, -- - 14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE 1 G 57 FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING,OR WIND.STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; V ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. I _ _ _ 15.SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR 1 �- -�- �� AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT--CONSTRUCTION ACTIVITIES. 15 58 �=-�� - 16.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. g Concrete block Told lengthwise on aides 80' 40' 0' 80' 160' 17.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER\ 14 e 59 ®perimeter of opening Hordwore cloth or DISCHARGES. wire mesh NPDES WDID# 833C358737 DATE WDID ISSUED:JUNE 23,2010. I GRAPHIC SCALE: 1"=80' 60 18.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE B WITH THE APPROVED PLANS. Runoff with sediment 13 - Z Filtered water -_ - DOvertloW��t, ROSE SPCHE LANE_____ 2"-FIBER ROLL - - - 1 2' MIN 24 (SIGNATURE) (RCE N0.) (EXP) ATE) 12 1 CURB TYPICAL LOT DRAINAGE DETAIL Sediment PS EROSION CONTROL CONSTRUCTION NOTES Horawore cloth'' m Wire mesh O INSTALL FIBER ROLL PER DETAIL HEREON N.T.S. Curb Inlet O © CDNST. INLET PROTECTION SE-10 PER DETAIL HEREON SE 10 STORM DRAIN INLET PROTECTION B0 NOT TO SCALE N WDID # 833C358737 MARK REVISIONS C� C� /�FT FT p THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL P 0 "AS BUILT' Z o MARK R EV�S I O N S A r \. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE oQROFEssIo ---- ----- ----- - -- CITY OF LAKE ELSINORE SHEET s a O LAWS AND HAVE BEEN FOUND ACCEPTABLERCE_ ______ __ EXP________ DATE SION CONTROL No. 42038 m REVIEWED BY: EROTRACT N0. 32503 AN OF SHEETS g K E.P.3/31/16 N sr e SCALE_________ BENCH MARK: LOTS 19-54 Z KEN A. SEUMALO, RCE No. 56915 DATE vT civic --- FILE No. o 0 CITY ENGINEER F o�` INSPECTOR DESIGNATION: E-14-70 Qi AS-BUILT CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE OF CALF DATE: SEE TITLE SHEET FOR EL. 1400.873 DESCRIPTION TE- 1970 TITLE SHEET w F:\0602\Eng i nee ri ng\TR_32503\Grd_Precise\SHT06-EC.d wg