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HomeMy WebLinkAboutPGP_As Built_TR25476_Lots 1-14_18-25_189-201_214-221_1005 GENERAL NOTES D I P¶N 7.ALL WORK SHALL BE DONE IN AND S ACCORDANCE WITH THE TCITYHE OF LAKE CALIFORNIAMUNICIPAL CODE CHAPTER 15.72 CITY OF LAKE ELSINORE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE 2007 IFORIA UNIFORM BUILDING CODE. A DIAL 1rro wataRc PROJECT SITE 9 2.A PERMIT SHALL BE OBTAINED FROM HE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. BEFORE DAY6 BEFOflE 3.HE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT YOU DIG Tau DIc I r (1-800N422-4133)46 HOURS PRIOR TO GRADING. PRECISE GRADING PLAN MIT FATE 1 600 422_4133 , J , 4.HE CONTRACTOR SHALL NOTIFY HE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF UNDERGROUND RGOOUND sEEROCE ALERT i I r � I I BEGINNING GRADING OPERATIONS. I 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPORVED BY HE CITY ENGINEER. r ,+` I---- I 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND I SHALL BE SHOWN ON THE PLAN. '�, J' I L �a 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS APPROVED,SHALL TRACT NOm 25476 BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTIONTION OUT TO THE FINISHED SURFACE. 8 FILLS SHALL D 15E COMP-70 ACTED GHOUT TO 90%DENSITY AS DETERMINED BY HE MODIFIED THREE LAYER VICINITY MAP - 'p/y/ N.T.S. 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY HE GRADING LOTS 1 14 18 2 5 18 9 2 01 & 214- 2 L� 1 36, 7,19 29 7nMkq.4W INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO BE PLACING UNTIL FILL. PAGE a38,F-7,1999 THOMAS 5 A,A� 10.ALL'FILL MATERIAL SHALL BE CLEAN EARN.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS � � VICINITY,YI/1 APPROVED BY HE SOILS ENGINEER. N.T.S. 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN%.PER FOOT FOR A MINIMUM OF 3',HEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', 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, r a a o fNlEI' 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5'HIGH. I I iS715815 160161162163184 I I 222249 25 251252 253 290 ® r' 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG HE TOP OF ALL CUT SLOPES. I aW1RrMYsran I 223 24a Sgw2olSTREEr 2ae S2 S7 t-BSz, 5zS2 ID-B 5.2' , S283 B r 224 247 6. TA-B A2115.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. # I 255258 qT 58259 267 ' ' _°�' s.z•�ISS108 _ 225 248 286 r Z I r L ' r16.A SOILS ENGINEER SHALL BE RETAINED BY HE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL �s 2as 26a BS 62 28i s.:• e.z•8 265SOILS OF HE SOIL. WHICH INCLUDE$FOUNDATION REgUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICSiD3 tea zto 7RO`'xL snviI a 1�3 I I 22717.GRADING CERTIFICATION BY HE DEVELOPR'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 30 29 28 v a6 ,q; t11 tp2 tee pog 1 2a4z67ENGINEER SHALL BE SUBMITTED TO HE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. - 18.THE PRELIMINARY SOILS AND GEOLOGIC REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES,INC.DATED OCTOBER 20,2004; touzr ---I9a fl3 10o m 207 1ppoa203 4 I 23p 2a2 sa 2e1 ROUGH GRADING REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES DATED NOVEMBER 28.2006; 31 32 33 3a 35 3c 37 149 a 89 172 p06 f ptR• tag �tI 431 241 2 1 72 7i p70 280 AND GEOTECHNICAL REVIEW PREPARED BY PETRA GEOTECHNICAL INC.DATED MAY 28,2010. foe ll5 ge tt zos 1e6 f p p4° 279 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. az 41 40 38 3g 147 lie 97 t74 165 p39 .y� otrls 7 27 1 STORY 1 STORY 2 STORY 2 STORY 2 STORY 2 STORY FHANE SPECIFIC ELEVATON WITH RESPECT TO ADJACENT GROUND ONS ARE REQUIRED,THE ASUURFACE IISWITH RESPECT TO MEAN SEA REQUIRED,HE ACTUALLDISTANCE ABOVE THE SHALL BE N ROWMMEr1ARE 148 117 Ir 98 175 te3tea R3a3 A 273 274275278 BUILDING FOOTPRINTS ADJACENT GROUND SHALL BE GIVEN, y gp q, t45 1t83 95 nfi 180,g,t62 23S TYPICAL 119 4 94 238 SOILS ENGINEER NOTIFICATIONS 20.ALL PROPERTY CORNERS SHALL BE CLEARILY DELINEATED IN HE FIELD PRIOR TO COMMENCEMENT OF t2o 93 ne 179 PETRA GEOTECHNICAL NOTE: HE CONTRACTOR SHALL NOTIFY HE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT(48) _ ANY CONSTRUCTION/GRADING. 45 48 53 143 121 92 237 3185 A AIRWAY 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 46 a7 54 , t42 122 91 238 COSTA MESA, CA 92626 CITY OF LAKE ELSINORE 1-951-674-3125 BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT, ss 58 ss 2 tat 14 123 go (714)549-8921 UNDERGROUND SERVICE ALERT(USA) 1-800-227-2600 22.FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 60 s7 59 13e t24 89 OWNER/DEVELOPER 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 et 130 1285 68 RICHMOND AMERICAN HOMES SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS 82 6S 64 Y 137 27 87 5171 CALIFORNIA AVENUE, STE 120 SOUTHERN CALIFORNIA EDISON.COMPANY 1-BOON684-8i23 ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 136 126 88 (949), CA 926f7 85 INDEX MAP (949)487-2808 MEDIA ONE CABLE N 1-951-874-7741 24.THE SOILS ENGINEER SHOULD INSPECT HE CONSTRUCTION IN THE FOLLOWING STAGES: 65 t35 129 84 ENGINEER'S NOTICE A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND Bfi 134 130 83 TERRACED AREAS AND ANY SUBSTRUCTURES. 133 13 e2 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 FlLUNG OPERATIONS. OT w gg 99 70S7x7er 131 MAP DATE IDENTIFIER DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 7t 81 DATE OF LATEST CHANCE TO THIS MAP D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 72 73 HIS REQUIREMENT SHALL APPLY INDEMNIFY AND HOLD AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT HE 74 75 ao 07/19/10 BY:JC CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HE OWNER AND HE ENGINEER HARMLESS FROM ANY AND ALL 25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER DATE OF THIS PLOT LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH HE PERFORMANCE OF WORK ON HIS PROJECT, EXCEPTING FOR APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED 76 77 7878 08 06 f LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREE 2.ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WFTH THEIR 20'ON CENTER;COMBINATIONS 15'ON CENTER SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION APPROXIMATE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH HE SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. IMPRO ,AGREES TO UMEAND HOLD HE ENGINEER HARMLESS FOR EARTHWORK ESTIMATE RESULTI GENTS FROMEHE EXISTENCE OF UND RGR UBND UTILITIES OR ILITY STRUCTURES NOT REPORTED OR ANY PUBLIC 26,APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 3225 CYS CUT RECORDS,OR HOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.HE CONTRACTOR IS REQUIRED, . ADJOINING PROPERTIES DURING THE GRADING PROJECT. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. SHALL BE THE C 27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING HE RAINY SEASON BENCHMARK DESCRIPTION 0 CYS. PILL CONCERNED I BEFORE STARTING WORRKA.CTOR'S RESPONSIBILITY TO NOTIFY HE OWNERS OF ALL UTILITIES OR STRUCTURES AND SHALL BE IN PLACE AT HE END OF EACH DAY'S WORK. USC AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38 FEET WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FEET SOUTH OF POWER POLE LEGEND OF ABBREVIATIONS & SYMBOLS 3.HE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO 28.ALL WORK SHALL CONFORM TO HE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 19319 CWT. OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE T.C. TOP OF CURB (TOO)_,_,_ EXIST.CONTOUR PREPARER OF THESE PLANS. 29.HE LOCATION AND PROTECTION OF ALL UTILITIES IS HE RESPONSIBILITY OF HE PERMITEE. HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEEL F.L. FLOWLINE ELEV. '--100-- PROP.CONTOUR 30.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ELEVATION 1425.76 NAVD 88 T.G. TOP OF GRATE PROPERTY LINE 4.QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE 31.SANITARY FACILITIES SHALL BE MAINTAINED ON HE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. G.B. GRADE BREAK DAYLIGHT LINE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF EROSION CONTROL GENERAL NOTES F.G. FINISH GRADE 2% SHEET FLOW RATE PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH R.G. ROUGH GRADE GRADED SWALE 1. IN CASE OF EMERGENCY,CALL LADIO KYTUCA AT (818)266-2656 F.S. FINISH SURFACE CENTERLINE HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE,CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS ORDINANCE NO.882 PRIOR TO HE APPROVAL OF FINAL INSPECTION. OBTAINED BY A SEARCH OF HE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,HERE ARE NOT EXISTING 2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT INV. INVERT OF DRAIN SWALE HIGH POINT UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES N 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH HE SITE AND BE WORK IS IN ACCORDANCE WIT PPROVEb,LANS. P. PAD ELEVATION FLOWLINE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND µI SOLELY RESPONSIBLE OPERATIONS,WHETHERFOR ANY DAE TO EXISTING OR NOT SUCH FACILITIES ARE HOWNEON THESENPLANSDIRECTLY OR INDIRECTLY FROM HIS PHILIP D.DOWN '0 D l(D F.F. FINISH FLOOR ELEV. .i^S✓ SUBDRAIN RESPONSIBILITY FOR THE UTILITY PIES,CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. N _- -- , 34.THE DESIGN ENGINEER SHALL PROVIDEENGIN ER RCE 42038 EXP.3 31 2012 DATE I G.F.F. GARAGE FINISH FLOOR AREA DRAIN E A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO SOILS ENGINEERS CERTIFICATE ROUGH GRADE APPROVAL. 3. A STANDBY CREW FOR EMERGENCY WORK SHALL i AVAILABLE AT ALL TIMES DURING HE B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE cQl RAINY SEASON((OCTOBER 15 THROUGH APRIL 15).NECESSARY MATERIAL SHALL BE AVAILABLE ON E.V.C. END VERTICAL CURVE _I-:L_ TOE OF SLOPE 'WE/I REPRESENTING PETRA GEOTECHNICAL .INDICATE THAT RECOMMENDATIONS CONTAINED 35.APPROXIMATE DATE:BEGINNING OPERATION-7/2010 SITE AND ST061(PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY IN REPORTS PERTAINING TO SOILS ENGINEERING CONDITIONS HAVE BEEN COMPLIED WITH COMPLETION - 7 2012 DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. P.I. POINT OF INTERSECTION RETAINING WALL / E.P. EDGE OF PAVEMENT FIRE HYDRANT TO OUR SATISFACTION. THIS CONFORMATION IS NOT TO BE CONSTRUED AS AN N 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WIH MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN 4. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT HE APPROVAL OF HE CITY ENGINEER. AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE PLANS." FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL T.W. TOP OF WALL ELEV. CF--a STREET LIGHT I 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PUCE AT HE END OF ^1� METHODST.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL. ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. ea°P 'o D.F. DEEPEN FOOTING y���� DEEPENED FOOTING c3``�sT"p1� R0�( `1 37.HE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTTNG L. LENGTH WATER METER h y GO y ! BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A OWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. Y. f.;r,.-4c GEJJ 2024 r N0. 0020 a ti N.T.S. NOT TO SCALE / O a -+ 39.THE SITE HAS OBTAINED A NAT ONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NROES)PERMIT TO REGULATE 7. FILL SLOPES AT HE TRACT PERIMETER MUST DRAIN AWAY FROM HE TOP OF SLOPE AT HE AC UNIT CONCLUSION OF EACH WORKING DAY. OPTIONAL 3'x3'CONCRETE GARAGE STOOP EXP. 61,50112 �qc 07ECHe � MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO r:_:=3'x7'TRASH BARREL STORAGE CONCRETE PAD 4'OF NPDES PERMIT#WDID NO.833C35B737 DATE ISSUED:6/23/2010 2REVENT FEET ORUBLIC CREATESERAP HSAZARDOU ONTO AREAS CONDITION. E IMPOUNDED WATER WHENEVER THE DEPTH EXCEEDS N o 4jo G ay i/.i3//a WDID # 833C358737 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN APPROPRIATE CONDITIONS OFVIEWED FOR COMPLIANCE WITH THE DEVELOPMENT AND/OR CITY AND STALE PREPARED BY: HUNSAKER & ASSOCIATES sEAL�aQ`p° wY,� As BUILT' CITY OF LAKE ELSINORE SHEET 1 ao ROF SI ES ----- --'- LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C ��,r`" agi,�a' RCE EXP __ DATE �p GRADING y PLANNING ENGINEERING • SURVEYING v, o. �' REVIEWED BY: PRECISE GRADING PLAN 7 2n Th,ce Hughes"hm,CA 92619•PFk(949)Se1.1010"M-"593M u m TRACT CT NO. 25 q y6 OF O a 42038 m g gBP1V 9 1®V ` M/ �N E.P.3/31/12 a SHEETS c5 oro -"------`---- LOTS 1-14, 1 ' 8-25 18g-201 sa r SCALE:_ BENCH MARK: w n KEN A. SEUMALO, RCE No. 56915 DATE //nn�� I�r �rF clvtL opt ---- .. s 214-g2�211 FILE No, yp CITY ENGINEER C�GC I.� l-1)Qy(J It Gl(� Op OALiF INSPECTOR EL. 1425.76 DATE: 1935 TITLE SHUT �p CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C. NO.42038 DATE DATE: SEE TIRE SHEET FOR DESCRIPTION a 3 PLOTTED BY: Ben Etemadi DATE: Aug. 06, 2010 10:56:21-;AM FILE: F:\0602\Engineering\TR_25476\Grd-Precise\SHTOI.dwg ESTIMATE OF QUANTITIES - TOTAL NO. DESCRIPTION QUANTITY UNI REMOVE&REPLACE CURB&DRVLWAY AS NECESSARY 502 LF. SEE SKEET NO. 3 \ , ; I I PLUMBING PLAN NOTES AND LEGEND 99.4 b 01 \ 1%MIN. .-•�• t 51 p1 F Ill f (�_... 1598. FOR INFORMATION ONLY �g MIS•i �S."t ro µ hg9 G I ro 15 5 SECTION 409 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM 1599.0 P=1597.1 SEWER MANHOLE OR BELOW MAIN SEWER LEVEL. ..j 59H F• j6p0} F.G. 69.57' FG ® ' DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW -�N E.G h Z:1 i THE ELEVATION OF THE NEXT UP-STREAM MANHOLE COVER OF THE PUBLIC SEWER 07' \ o 1 �,�•"- 57• z x R•� - - - - =J I' SUCH AGE o F k SERVING SUCH DRAINAGEROVED N TYPE HB4CKWATEALL BE R0VALVE. FIXTURETED FROM S ABOLVE SU SEW t 1 Z � 1 8 60� //tr. _._-. 5.. EL INSTALLING AN A P=16O 1.J �-- T.3;"'-r..` 3�r� fLEVAT70N SHALL NOT 8E DISCHARGED THROUGH THE BACKWATER VALVE. \ 1 6 \ j60F•0• BACKWATER VALVE SINGLE SYSTEM PER SECTION 409 OF THE U.P.C. 0 / I:II ti (j.- °? _ ®SS BACKWATER VALVE SPLIT SYSTEM PER SECTION 409 OF THE U.P.C. P=1602.1 //20 7t ?� ry`�7\ °m 1 D' -- - 1s FIXTURES ON THE FIRST FLOOR CONNECTING TO THE BACKWATER VALVE tt / ^ 1 `��1\• O ®_ FIXTURES ON THE SECOND FLOOR CONNECTING TO THE BACKWATER VALVE n 2.OX 0)©y �� I 1 .t�,� SEWER MAINLINE AND DIRECTION OF FLOW ti M4ov.1 I r© 2 to I I I "'T/'C3 SEWER MANHOLE WITH RIM ELEVATION SEWER LATERAL HEIGHT OF FIXTURES ABOVE FINISHED FLOOR GRADE: 154 15 FIXTURE SYMBOL HEIGHT 2Dz o , 2 °-- , P=1596.5 �r \ r .................... _............... /� p L. m I r0 SHOWER SET. ...................GSHZ_.............................................0.2 FEET 1 P-1602.8 0^,•4 M/N a ci 1 i ") WATER CLOSET. l�................................................1.7 FEET BATHTUB....................................... _.___..................................._...t-7 FEET 594- r LAVATORY........................._...........iw . ._2.6 FEET ° f77$ 0..2E WAS LAUNDRY SMINW.,: .................... �...... _ __ ..3.0 FEET �`� ........ ®.... ... ..._ ..3.0 FEET J h I yr /P8 1 F•S I KITCHEN SINK, BAR SINK 1 \ hr rn 2.OX j,8% f NO LOTS ON THIS PLAN REQUIRE BWSV 15 N J \ 85.34' _ - / 'T✓/ 12 -�... .C. -- t60a.i 1 77.66' I 1600 q3, yaa. /1 k O'\ ty� i 4'MIN. N I_.._B HP Fc. `�g,56' 2: '� °• 153 ROUND OFF TOP _ Z h Co.a /"j ^ 77 vG _ ADS 75977, S7, !� rye,• p) / °, L1,: " r 2 �a0y .f �0 1%j-1 P=1595.9 27 MIN.} 1 1598.1 I f5977 , � ! h°jh V�QI 4/I � •` 7 2%^MIN. I ;e 600 F.G. F.c. z (C ! '593S. h l 1\ FIG.2 5 =o ^ 2 A. o z r - 4G 2 2 7�`�Oy, 4 \*`�/ 93• / 12" TO 18" (6" MIN. ABOVE PAD ELEY.) A A C 1 0 m�� V+ I 'r w ti� R' I 37 \\.. ryr 593E ! r ` SECTION B-B -1 L A. "1 0 0 ( 7 3'MIN. - D! I 159H.P. '596.7 ^ q°a ��Iff P. �r�w•. \ '�O ! 00, MUDSILL 2_ ___l .�--s- N 3 M i I 1X MIN• - ! 8" MIN FIBER ROLL 1 : 159C9 o I �' r7• F.L. I I 75963 I •''A 4. �O���� o 1597.0 �b� n 2].IN ))) Qi' tA1MN• 2 6 I/ �y �C 15 2 :. 1 r --- S21 C-GR ' 1 70Bg8• �' °o ti r 6 MI CURB 1598.4 I \ P 1595 4 SECTION A-A PLAN Ig p-i597.6 4: , '� S27D-DR M: h < '� �' o �„ - ` / N �' �� i P=1597.0 x� r/ / 23�°�°® \'g `1 FF�1598.3 I _ �o'�/� ; �,•e '*3' . fss !FF-"1597.7 ,� /�'""• -/ h \`� \ �yE? �4j� l . y�.. i 0� MUDSILL 5'MIN. ELEV. MUST BE I i 5.9 ` O 2 . �C� \ PADAELEV.BLDG. I / Q'� .. 1 1596.5 I 10.... , CS rV ! ° 7A99. /59..S. / \, >> - BLDG. PAD ELEV. HIGHER D' FL�ce FF=T597.� Q'` \ G 9 m / !/2 0j h ! M ° S ! 1 1596.4 , I .x rir. � TBt rr � `� h ! a a y 1. r ! /'� o • F.L. r rl h E/ 7/ < �4y ooi0r �$ 'h� `\ 1 eN (7" MIN.) 2X MIN. 2%MAX. \� y •�/'W + N FL. / t\7 �"°' y __ 1. /� 1ii 6 MIN. ------ ;, , � ..�- a4q� � � sa. 1 N . SECTION C-C P=1594.8 ALTERNATE 1 KG. Ny�S•,h� ,qS•. ,q4 9 ry 90 � � 1 r �yh TYPICAL LOT DRAINAGE DETAIL -� LLE ISIS COURT -lam- ��' N v� ry �3� r �o 7,21� ^T TD ``\>`000 ;4 N.T.S. N 0ti N - 15 .55r- .- -84.02'- N G \ !r 150 N , 7 (\ �(�j�(((° - - 01 P=1594.2 l CONSTRUCTION NOTES D ll BUJ TWD WpMING BEFORE DAYS BEFORE :N REMOVE&REPLACE CURB&DRIVEWAY AS NECESSARY YOU DIG YOU DIG I� TOLL FREE t-eao-422-4133 A PUBLIC SERVICE BY UNDERGROUND SEfMCE ALERF I GRAPHIC SCALE MAP DATE IDENTIFIER o to sp w w DATE OF LATEST CHANCE TO THIS MA° J zo p 07/19/10 BY:JC DATE OF THIS PLOT IN T 1 ih=ncEO,ft 07 19 10 N o - - D -- - SEAL AS BUILT 2 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: Q�opEss/ -- ___ -- CITY OF LAKE SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE H U N S A K E R & ASSOCIATE 5 o D: oQV�Y,� LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C 2`°eYP Fyc RCE_____- EXP _ DATE PLANNING ENGINEERING SURVEYING y c '`-z REVIEWED BY: hee ?n T H.Shes•hvitG fA 9261D•PH:(get)383-alD.FX(9M)sesars9 NO. 42036 "'.t p N �d / E.p.3/31/12 a ------------ PRECISE PLAN OF SHEETS - '� 'TRACCT . 2 76 KEN A. SEUMALO, RCE No. 56915 DATE {/ ►�) - `Ri• a SCALE: -___ BENCH MARK: LOTS •i,e% 18-25� 189-201 FILE No. y o b >l•1Y111`e// O Yr ap cA�lp INSPECTOR U CITY ENGINEER .. EL. 1425.76 DATE 1935 & 214,.2M �O CITY OF LAKE ELSINORE PHILIP D. D WTY R.C.E. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION d 3 - - -- PLOTTED BY: Julian Castaneda DATE: Jul. 19, 2010 10:44:45 AM FILE: F:\0602\Engineering\TR-25476\Grd-Precise\SHT02.dwg - - - - - - - - - - - - - - -- - - - -- RIVERSIDE STREET-- - - - -� _ - --- - LW1601. TW -T60T0 - 1 OT AA 159ZB T 159Za F 1601. 159Z8 T- 539J-2:1 49.66' EXIS WALL . --9-_r 1602.�. 1 j60FG• - - __ I W 1598.9 15989 tit 1F 3 160p6 11..59 F.G.H �` F. \ fG. .H F,C. .{{ '� 0 1599.4 ^ N�� 1598.5* 1599.8 T.W. 1 ® I7 m a N z�ae F.C. i;, 1 n H.P.N 159Z8 T.F. 4 2 ..�.. _.. I I IR MIN. 1- i 15 97 `v 1596.8 1 I F.L. I .30.1 z x 9N. 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S1Q1-0 .GR FF-1599. 4 D --- Jy � S2 1600.0 1 t 1 't f59F.L 19i MIN. .. t5�: w 15 5 19 11 MIN. ro µ ` �' � ' • � f5990 I O < P=1597.1 ' �` 1599.7 16003 F.G. 69.57' .G•�\ / -- � 2:1 I N 17 16 as 1 / 20 �' _ ^J m 10 I MGA P-16021 ^ m I h� DIAL 1W0 WOPKMIO BEFORE aAYS 960KE YOU DIG You°Ic I SEE SHEET ■�. 2 TOLL REE -800-IZR-41d1 A PUBUC 9EIMCE eY UNOERGROUNOROUNO SERVICE P1EiH `!• GRAPHIC SCALE �^ MAP DATE IDENTIFIER 0 A 10 40 DATE OF LATEST CHANGE TO THIS MW CONSTRUCTION (VOTES 06/29/10 BY:D.C. � DATE OF THIS PLOT n 1TREMU7E k REPLACE CURD k DRIVEWAY AS NECESWr ( IN FEET) I 07 25 1 0 h 1 inch= 20 1L N O 4.11Jd QJ 8/23 //n �w`N SEAL "AS BUILT' 22p APPROPRIATE CONDITIONS OF 7DEVELOPMENT AND/OR CITY AND STATE PREPARED BY: H U N SAKE R & ASSOCIATES °Q�ocEss, MARK REVISIONS A P P R. DATE - ------------ CITY OF LAKE ELSINORE 3 g o °h, a. LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E 1 N G &p��\P D °0w,7, RCE__------ EXP__-__ DATE r_,e PLANNING • ENGINEERING • 50RVEYING REVIEWED BY: �C� PLAN OF Z TNu Hughm Irvnq U 92670 PR(949)56}plp.Fk I941 il3-0799 � N0. 42038 "1 �N - m a TRACT NO. 2S476 SHEETS KEN A. SEUMALO, RCE No. 56915 DATE s4lf crvlL mar SCALE:_ BENCH MARK: LOTS .-.4P 118-2SP 189-201 FILE No. 40, L1SANra OF CALIF INSPECTORCITY ENGINEER EL. 1425.76 DATE: 1935 & 2%-221aO CITY OF LAKE ELSINORE PHILIP D. C R.C.E. . 42038 DATE: SEE TITLE SHEET FOR DESCRIPTION a PLOTTED BY: Ben Etemadi DATE: Jul. 25. 2010 04:11:02 PM FILE: F:\0602\Engineering\TR_25476\Grd-Precise\SHT03.dwg )0 `�� - ��-- - - - - - , - - - - - - - - - - - -I �G- - - - - - 17't t ` - - - - - - - - - - -r - - - - - - - - - - - - - - - - 1605 - -- T-'�-160s LOT 00 2:1 LOT BB 2:� 6 n o 65.00, 60.00• -_ - G� (j01 A\ TRACT 32503 �:, 1606.9 16 .9 160b.9 16 62.19' 65.00' f03.44' 5 7603.2 l o F. F.C. F.C. 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P=1605.5 j I I TRACT 32503 \ FF=1607.0 # 5.3' 1603.1 \ _-_J I I605.7 ,605.E 0.0� FF=i 606.2 FLOJ•s I `• 1X M1N. L----- J 1 IX MIN. -� F.L F.L. 0• 1 �.-.�� -►--....-.. o \\LOT 53 I _... --- I60�0 , 160 J 4 _ 1606.5 _ P-1605.0 o I H.P. ® ®1604,9 1604.8 IX MIN.,`.._� 1 H.P. VANE w u e o ` iR MIN. _ -'J I F.L. iX MIN. FL• i 1604.3 $ W -- N 'n ti f i1 1606.0 1605.2j�Ic.a•I H.P.M. H.P. 1.6G0.4 77.66' _ _7_8.5.-6'131 1604.1 }{ ~ FC. D2' 14. ---- I15� 9 8.- 1 t- I 7E f0L 2:1 1600 F.G.0 1216 59f:. 1607.4 1606s . 16 52 __ 5 _ F1606E 165.9 FG, r F__ F. • - 566.72' NM TRACT 32503--` - - - -- - - 1 2:1 µ LOT 54 O I�� - - - - - - - - - - - - - T�� I 26 I a 0 1 1 P=1598.4 15 H.P. N P=104.4 iI 30 29 28 27 I f ...-� WG ERT 1 I I P=1601.9 1 P=1600.9 P=1600.0 I P=1599.2 1X MIN.1 1596.9 L. DIAL 'I I • 1 I I / 141 F� 1 I TWODAY WORKINGS SEE SHEET NO. 2 BffORE DAY BEFORE YOU DIG you DIG ry RKL FREE 1-800-422-4133 A PUBLIC SIM10E BY UNDERGROUND SER✓fCE ALERT I Q•p��(1•1Kw- 6�/� GRAPHIC SCALE MAP DATE IDENTIFIER o CONSTRUCTION� UCTION • OTES AP 0 0 40 0 Bo DATE�9/1 CHANGE TO THIS \®1 07 19 10 BY:JC I Oi REMOVE R REPLACE CURB k DRIVEWAY AS NECESSARY (IN FEET) L DATE O7 D26THIS PLOT No 1 nn''nn 1 Laoh- 20 ft. p q REVISIONS q MARK \EVI S I O N S AP P R. ATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL ---__---- "AS BUILT' CITY � LAKE EL�I�®RE �} APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE HUNSAKER & ASSOCIATES oQ(LOFESS, ---_------ a5 LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C ti���\P a 0 �"y RCE_ EXP_-__ DATE PLANNING ENGINEERING SURVEYING y a '''4% REVIEWED BY: 7 .01 1w.Hghn•II'NR GA 92YM•PR(949)583-IM FX:(949)58MM La N .. 42038 �,/ � p�pp pw�^�p�rr�� � ww uu ■ O vIIflADNG rR./'RR1 OF 1n !� ti11I P / / ----------------- SHEETS s. J SCALE: TWT NO. 2"78 m KEN A. SEUMALO, RCE No. 56915 DATE (T, ___ __ BENCH MARK: CITY ENGINEER W ? C O y p pit INSPECTORS LOTS '�" 11 1I FILE No. I p EL. 1425.7E DATE: 1935 d 3 CITY OF LAKE ELSINORE PHILIP D. DO TY R.C.E. 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DATE a�Eo�l - -- =--- -- CITY OF LAKE ELS RE sg LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E , I N c r„'fa' �P 3i•� LICE-_-__ _ EXP ___-- DATE w PLANNING ENGINEERING SURVEYING q as ''' REVIEWED BY: ^ GRADING PLAN 7 Z Three Hughes.IeKq CA 92615•?It(949)SWO10•FX(949)5834 M w N0.42038 m PRECISE GRA G PLAN OF ---- TRACT NO. 25475 sHEE1s �-Q pw....�- e►s »aaro E•P.3n,7,2 ------ ut F aP r SCALE: _ ENCH MARK: LOTS 1-14, 18-25, 189-201 FILE No. a KEN A. SEUMALO, RCE No. 56915 DATE sr c1v IL ------- oeCALlf INSPECTOR a U CITY ENGINEER - �- EL. 1425.76 DATE: 1935 Q 214-221 a p CITY OF LAKE ELSINORE ]P�KLIPDNLTY R�1110038 D i[ DATE: SEE 71TLE SHEET FOR DESCRIPTION 0.3 -- PLOTTED BY: Julian Costonedo DATE: Jul. 19. 2010 11:27:39 AM FILE: F:\0602\Engineering\TR_25476\Crd_Precise\SHT05.dwg ............. ___. .............. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL AS BUILT" APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE HUNSAKER 6L ASSOCIATES QµoFESS,° SAo LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V 1 N E ``°' ? D' °o�F CY OF `UE Ms�M a N C r"�a wf. RCE_ --- EXP-----__ DATE fMANNINC • ENGINEERING • SURVEYING y a +' � REVIEWED BY:-__ �10 Three FkWW•MW CA 926te.Ptt(949)SaMM.FR 00 SB30M NO. 42038 E.P. h7G 4i\/fY11\V PLAN OF 7 E.P.3/31/1x �' ------------- x nr�VT Z7v SHEETS Co I KEN A. SEUMALO, RCE No. 56915 DATE u•, °1v11. J SCALE:_ BENCH MARK: k lea 1 FILE No. yo 0f REVISED PLOTTING OF LOTS f89-192, 194, 195, 198-200,215,217 dt 219 AND 1 C CITY ENGINEER - ( I pEIF INSPECTOR LOTS } ADJUSTED I E Y D S AT LOTS 196 197&214 CITY OF LAKE ELSINORE pHIDP D. DOWTY R. N0. 42038 DATE DATE: EL. 1425.76 DATE 1935 6 5EE TITLE SHEET FOR DESCRIPTIONS PLOTTED BY: Ben Etemcdi DATE: Dec. 14, 2010 01:15:59 PM FILE: F:\0602\Engineering\TR-25476\Grd-Precise\SHT05.dwg SEE SHEET NO. 5 uwj —Uj 19 4" LOT V -N,k 211 4- P=1603.5 1% I 601± 193 ' I 22 X 199 —00, Z1 92 210 j, 5 P=1602 5 'A 0 —MIN- v �p 201 N 19", It 1 v\ 209 P=1601.6 1. ... .. 19 200 < 2.OX I / \ ♦ �'g2 , fg ?s I h5 3 7: 8.6X N. CN bt 202 15 7 1 ------ OIL P=1598.7 C . ?X UN 208 203 F .4% P=1600.6 = & P1598.2/ / C 15 / 1 70 T.C. 1 / `\� � ' \x190 ry qp r CONSTMCMN NOTES ,\b &--fiEMM&REPLACE CURE&DRIVEWAY AS NECESSARY 1 '\/ ♦ T y 9695•I �1 �1 ♦\ / ,h f' l� I V,11Q0 X 207 GRAPHIC SCALE o IQ w 4D P=1599.7 204 P=1597.8 ilj --0 6 / / +.\ \ 1yJ ( •S �h h IN FEET 1 inch- 20 IL 6 Dj '-ERT I 188 • a, DIAL TWO WORK= BEFORE DAYS a P=1598.6 Ir YOU BEFORE YOU DIG G 9 RILL TREE 1-800-422-4133 A PUSUC SEWCE B \\ / /' ♦ h�" / UNMOROUND SEWCEP1m / / \' ��� 189 187 MAP DATE IDENTIFIER 0 401AP., DATE OF LATEST C I P=1598.3 AAP 05/03/10 BY.D.C. I // ' /• CCU .'// \ \ / ` DATE OF THIS PLOT (,mt) qvir.,a,5 /c, L-- 0719/10 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL AS BUILT" APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE EHUNSAKER & ASSOCIATES 'FES cps LAWS AND HAVE BEEN FOUND ACCEPTABLE D.. CM OF LME M.SNM 6 5R V I N E I N C - IRCE EXP---- DATE PLANNING - ENGINEERING SURVEYINGREVIEWED By. cb� • Three Hughes-I,,rm CA 92616-PR(949)S0100•FX(949)5834759 NO, 42038 PRE M GRADM PLm OF 7 a Up.21/31/t2 SHEETS TRACT NO. 21%76 KEN A. SEUMALO, RCE No. 56915 DATE CIVIL SCALE: BENCH MARK: CITY ENGINEER CAL%F INSPECTOR LOTS 1-14, 18-21% 189-201 FILE No. EL. 7425.76 DATE., 1935 CITY OF LAKE ELSINORE �D.I�Vllll C. NO. 4203a & 2W221 0 [DATE" SEE TME SHEET FOR DESCRIPTION 1!111 P lD ,w4 11 — 3 i PLOTTED BY: Julian Costaneda DATE: Jul. 19, 2010 11:28:34 AM FILE: F-.\0602\Engineering\TR-25476\Grd-Precise\SHM6dwg E SHEET NO. 1 9 tb°°�G' 19 4 c' -- \ LOT V 1fi0 3 1X M,!N. G, ..;� f•/... 494' �"$ ,�^-�/.4�tNN 1�„GB •.may � -^u' ,� \ .� 211 P-1603.5 1` y� "rF \\ n 21'� y3tj•U. / �-� j Q 10A, \'sq, f •�,� m a' 5.. ti , �+W ,(� .X ♦Y`r`O� W mom. 0 ------- I p�IN• •.ao, Tr Lv� i�th.�. .p. 2 9'` � Y`rm 4'I'//�d• =d�°' 1W " s / C 7� �.n \ 1g .. �`.. @ a cad � '`'I+�' t,� '$ � •� V. I\°' � � \ g�i��.` `� .' '° 4 0%• / `gin, \\>r�9T\ ``� �� "a \ hI 199 �� �� �s�� moo�a �? - Z192 \ ai •rp W+4 �2 y ♦ •�e ` 210 /' ..n'O jV' F,. ` 4yh��\' ` /gk c• �' `� ,' �sy � ' P=1602.5 ' •� 5g9• d� " , R. 1%MIN. 7599.0 k. � .�!r ,►ice F.L -"`, N I 20y° •v.•-+ �\\ './j/ 4;�3 \ �\ sy4y' oi 'T1T1"�� MIN X\ yCi �j� ' �y, Q 1201 J 1�j 209 1 e� P=1601.E i �� ,�y p gr o M .. \ I 200 2.X N MI N 202 QI y I 15974 208 / / 203 i ,. 15Fs 159745 f �2.49... I%MIN, yc P=1600.6 h / `\ i 1596..9 F.S. 1598.6 P=1598.2 F ,a / 15190 ,i.S \� G �\5°'gpf� � io �.,`,g •Y\�6T �I� / � N h �Q���1h° CONSTRUCTION NOTES REMOVE k REPLACE CURB @ DRNENY AS NECESSARY 207 \ / /aF. `L . \ 1ge'9F" i 15�9 � ,�� GRAPHIC SCALE 2 0 4 > P=1599.7 / l 0 0^ ,h h `-•� m o io zo a l P=1597.8 Ali FEET) 1 inch = 20 tL ry 0 � ? ^/ / /' �P� �� / "!y ��Q��/\fig 1�V/ Asp • ,�0 6• g DP­ La188 o .N" P-1598.6 �, ♦ / BEFORE DAYS BUM ma we N / / p MIL FREE BU I-eau-422-41m A ICLIN SEEWic BY wroeacaauNo sEHNCE uEar vim' / \\�� 'ems 189 / ((/ 187 q FF f-T p MAP DATE IDENTIFIER o P=1598.3 'o� 1gY' // 1'�J�V' DATE OF LATEST CHANGE TO THIS MAP J ' / FG 12/10/10E THIS PBY:D.C. \�I \ / 12 14 10 T T 1100 OV 12/16/P No MARK REVISIONS EOW DATE APPR. DATE THESE CONDITIONS REVOF IEWED DLOFOR COMPLIANCE AND CITY AND STATE PREPARED BY: HUNSAKER & ASSOCIATES SEAL QRaFEss, "AS BUIL e �o P a °^w( -- CITY OF E SA . LAWS AND HAVE BEEN FOUND ACCEPTABLE ---- - 1 R V I N E , i N C Fy RCS------ EXP DAIS PLANNING • ENGINEERING SURVEYING y ar �'�% REVIEWED BY: to ThmHughn•uvE,a,a Hale.PH:(vaa)saAnmo.ix:(949)sawrss w N0. 42038 PRECISE OF 7 h z ap.3/31/12 ------- ISE RA SHEETS KEN A SEUMALO RCE No. 56915 DATE _ ! __ BENCH MARK: ! FILE No. 0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200,215,217 h 219 AND i 4�yro CITY ENGINEER ,l.. (Z( (o ��yrFOFDA�If��e NSPECTOR LO•T� 1E-% 04A �o ADJUSTED SIDE YARD SW T LOTS 196 1 7&214 CITY OF LAKE ELSINORE EL. 1425.76 DATE: 1935- PHILIP D. OWTY R.C. N0. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION „ �'�"�•�•� C 3 PLOTTED BY: Ben Etemadi DATE: Dec. 14, 2010 01:20:01 PM FILE: F:\0602\Engineering\TR_25476\Grd_Preetae\SHT06.dwg B — RIVERSIDE STREET FIBER ROLL � � I S[Op 9" MIN FOR LEVEL GROUND, 157 158 159160 161 162 163164 B VAR= 12 MIN FOR SLOPES B GANTRY BAY STREET a B F` * WOOD STAKES A Y S�n f f� MAX 4' SPACING 1,G4 15 6 10 7 10 6 16 5 � 213 - EN,R�,ICMAfEAR DEAN. BANTRY BA _ 155 '108 105 166 I ' 212 RUNOFF MUST NOT BE NOT TO SCALE 1 7 �T ALLOWED TO RUN C� UNDER OR AROUND ROLL. 15 16 154 109 L11 4 167 211 II w w 1 10 168 210 �'� l.Jl� .v,i, / NOTE: 153 ITALLIRR 0A t 102 169 ALONG LEVELCONTOUR. 329 28 27 26 152 1 11 209 ���y •�•y �, v _ y , 17Q p 1 S 1 1 12 1 O 1 208 ly III ADJACENT ROLLS ` t Z Q 3 ' , SHALL TIGHTLY OVERLAP BELLE ISIS COURT A U d I IP y ''�•'-'•% � " ,DTI' so• I; ,QQ• 2t)0' 150 1.13 100 1 1 1 207 204 y 'GRAPHIC SCALE: 1"=100' 3 3 34 35 3 6 5 7 B 149 1 14 9 9 17 2 F.� 18 8 VERTICAL SPACIN y III y IM „ STALL A FIBER ROLL NEAR 31 32 ZO6 �( MEASURED ALONG TH , �' III SLOPE WHERE IT TRANSITIONS FACE OF THE SLOPE III y 1 15 g g VARIES BETVIEE INTO A STEEPER SLOPE y� 148 205 �R�P 186 10' AND 20' I I a s 2 414 39 3 147 116 97 174 B 1 185 4 1 184 175 (� TYPICAL FIBER ROLL INSTALLATION MAP DATE IDENTIFIER -- / ) 146 117 96 I 183 d4 DATE OF LATEST CHANGE TO THIS MAP SACHET _ LA 180 07/19/10 BY:JC _ - 9 5 1 7 6 182 NOT TO SCALE o7iss io 145 1 18 181 50 51 it y / PROTECTION ON OFFSITE SLOPES AND 43 44 119 � 94 1771 � 1 OPEN SPACE LETTERED LOTS ARE BY �� 52 144 , 179 OTHER. 49 I 120 3 93 45 48 53 143 ! 121 h 92 DEVELOPER TO MAINTAIN 5'X1' BERM 46 " 47 F 54 142 a 122 91 AT REAR OF LOT, TOP OF SLOPE � e _ �F NPDES NOTES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMPS)FOR THE MANAGEMENT OF STORM WATER AND NON—STORMWATER DISCHARGES SHALL BE 5 5 5 141 12 3 f g O I DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN(SWPPP). ARRANGEMENTS SHALL 58 w. BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND p�r11 - MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE 60 57 G / 140 I 1 Z4 R I s r >' THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON '7— CONSTRUCTION SITES. — _ — 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE Curb inlet O _L_ — 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE — EROSION CONTROL COPISTRUCTION NOTE 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE ' III A CONSTRUCTION SITE SHALL BE MANAGED TO MIN INSTALL FIBER ROLL PER DETAIL HEREON IMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDWNG OF GRADING Q AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. Q CONST.INLET PROTECTION SE-10 PER DETAIL HEREON — — 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM �_ SEASON,ALL SLOPES SHALL BE STABIUZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES en ehvrse onkstde OR ADJACENT PROPERTIES VIA RUNOFF.VEHICLE TRACKING,OR WIND. Perimeter of opening Hardware cloth or wire mesh DRAINAGE AND EROSH MMST CONTROL NOTES 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. 1, DRAINAGE ACROSS THE PROPERLY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING.EXCESS OR CONCENTRATED DRAINAGE SHALL BE DISCHARGES OTHER THAN STORMWATER(NON—STORMWATER DISCHARGES)ARE PROHIBITED.EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY. THE STATEWIDE GENERAL PERMIT—CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLD OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES,HERBICIDES,FERTIUZERS,WOOD PRESERVATIVES, 2. PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE Runoff with sediment AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; N 3. PROVIDE 5'WIDE BY V HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. WASTES FROM STREET CLEANING;AND SUPER—CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF Filtered water SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON—SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER v Werflow 4. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH SR MIN FOR A MIN DISTANCE OF 10 HORIZONTAL FEET. RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. cV 12"— SNALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2%MINIMUM SLOPE. 9, RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS 24' S. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED. OR THE LOCAL STORM DRAIN SYSTEM. N 6. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,TEMPORARY DRAINAGE CONTROL(BEST 10. APPROPRIATE BMPS FOR CONSTRUCTION—RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE MANAGEMENT PRACTICES,BMPS)SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING ry 7. DUST SHALL BE CONTROLLED BY WATERING OR OTWER APPROVED METHODS. MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. do Sediment 8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION.PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 12 DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS ~ Hordwpre cloth BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. •o- wire mesh PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON—CONTAMINATED GROUNDWATER 9. FOR SLOPES 3 TO 1 (tl�OR STEEPER: WATER QUALITY BY E CONTROL BOARD. ES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL 1 Curb inlet ALL SLOPES EQUAL TO OR GREATER THAN Y IN VERTICAL HEIGHT,ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLAT(OR EQUAL)GROUND COVER 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM p AT A MAXIMUM SPACING OF 12.ON CENTER.SLOPES EXCEEDING 15'IN VERTICAL HEIGHT SHALL BE PLATED WITH APPROVED SHRUBS NOT TO EXCEED 10,ON EVENTS. —+' 1� CENTER,OR TREES SPACED NOT TO EXCEED 20'ON CENTER OR SHRUBS NOT TO EXCEED 10',OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' _ —4® 6+'Y/1RR® ®RAIN INLET !11 E'1' PROTECTION IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITH AN IN—GROUND IRRIGATION SYSTEM EQUIPPED 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY I 1 ® STORM O M DRAIN NL A R WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.,CHAPTER 10.THE SLOPE PLATTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PRECISE DISPOSED OF IN TRASH OR RECYCLE BINS. RO GRADING FINAL. N NOT To SCALE WDID # 833C358737 6/3 _1 0 PREPARED BY: "AS BUILT" MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OTHESE PLANS HAVE BEEN F IEWED FOR COMPLIANCE WITH THE DEVELOPMENTAND/OR CITY AND STATE HUNSAKER & ASSOCIATES SEAL Op0.0FE432 --- -- Y OF LAKE p.$IOpE SHEET 7 CL LAWS AND HAVE BEEN FOUND ACCEPTABLE I R v 1 N E I N C m��`�p u RCE_ __ EXP_----_ DATE PLANNING • ENGINEERING • SURVEYING y Qa " REVIEWED BY: EROSION L PLAN Thee Hughes Inv,CA 92618•PR(%9)5911010 Fk(949)56MM r, N0. 4203E TRACT NO. 25476 OF 3/71/12 � - --------- _ SHEETS C+B • ur r SCALE:_ ENCH MARK: LOTS 9 22, 169-201 FILE No. v KEN A. SEUMALO, RICE No. 56915 DATE �O OfVly --- CITY ENGINEERof CALF INSPECTOR EL. 1425.76 DATE: 1935 W CITY OF LAKE ELSINORE PHILIP D. WTY • R.C.E.4N. 1-1.3. D TE DATE: SEE TITLE SHEET FOR DESCRIPTION PLOTTED BY: Julian Costonedo DATE: Jul. 19, 2010 08:56:54 AM FILE: F:\0602\Engineering\TR-25476\Grd_Precise\SHT07-EC.dwg 1