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HomeMy WebLinkAboutENG-2016-00002 PGP PLAN NO 16-542-16-545 AS BUILT N� m � x CITY OF LAKE ELSINORE GRADING NOTES CONT... - 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT _ o p AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: - PRECUSE GuRAMM - - 'PRELIMINARY GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW:ROUGH GRADING FOR CANYON HILLS PHASE B,VESTING TENTATIVE TRACT MAP •36117 AND 36118, CITY OF LAKE Q/ 74 CANYON o ELSINORE.CALIFORNIA'DATED MARCH 31 2014 PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. HILLS °'' NEWPORT ROAD ROAD CANYON HILLS PHASE 8 PLANNING AREA 2D (PROJECT N0IVIL E0). PROJECT �URIVEE 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF SITE o� 15 TR 36118 - LOT 4 BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH - ------ -------- ------------------ RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT --- -- MODELS- - N g0• - --SCOT7- ROAD --- -- -- ---- - ---- - - - -- - -GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _ 1.057 ROAD -_ - __ ._._ .... .. . ...... .... - -�- �- --- --- - - - ._ _. _. -._. _. -... __.. __- _._.. _... . .... ,. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED.IN THE FIELD PRIOR TO COMMENCEMENT OF AN ou --- 15 CLINTON KEITH ROAD SHEET INDEX GRADING NOTES 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 1 TITLE SHEET SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER L CODE SINORE MUNICIPA L HEIGHT. L ALL WORK SHALL BE GONE IN ACCORDANCE WITH THE CITY OFLAKE EL 30'IN VERTICAL 17 --'- ---- - - --- CATIONS•AND-THE-LATEST=EDITION.-0F-THE:�.a..,..: --:., -__ --_:. - --: --: -- -;- -_ -- -- - - DETAILS -.-- - --- ::CHAPTER 1572AN6APPLICABLE STANDARDS__AND SPECIFICATIONS ___.:_.:. ......:: ...:...:. .:::.:. �,. _..,.: ,...,._ _(:I 22.AFINAL'COMPACTION-REPORT-WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. o ODEL`PRECISE'GRADING J3.0 _ --- - TOWNSHIP:8S - 4 MODEL EROSION CONTROL 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERINGDEPARTMENT,CITY OF LAKE FISINORE,PRIOR 23, IF STEEP SLOPING TERRAIN OCCURS UPON FILL IS TO BE PLACED,IT MUST 8E CLEARED, - VICINITY MAP - KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL @E i' 2 RANGE:4W TO ANY OPERATION. ------ --- C NTS SECTION:10,11 APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES _. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALER7 GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. - (1-800-422-4133)48 HOURS PRIOR TO GRADING. a 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: I Nz m BASIS OF BEARING 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN THE BASIS OF BEARINGS FOR THIS SURVEY IS ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BAGKFILL OF ALLUVIAL, ENGINEER'S NOTICE THE WEST LINE OF LOT "A". AS PER TRACT COLWVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. I D L CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 30496, M.B. 367/17-25, N 00"16'15" 5. DUST SHALL BE CONTROLLED @Y WATERING OR OTHER METHODS APPROVED 8Y THE ENGINEER. W B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE FILLING OPERATIONS. LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL L E STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OTHERWISE �R_ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR APPROVED,AND SHALL BE SHOWN ON THE PLAN. - ANYIAND-ARISINGIFROM EAL _ _ _- - _ M THE SOLE NEGLIGENCE OF-THE OR ENGINEER. ---- ------------ --- ----- -..._._.__C._DURING_,INSTALLATION OF BUTTRESS AND CANYON SUB-GRAINS AND FILTER MATERIAL. LIABILITY.ARISING FROM BE 140 STEEPER THAN ---_____.__._- __... --. RES REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE - Z FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 S THAAL,UNLREL OTHERWISE ES 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL.NOT HAVE LESS THAN 90%RELATIVE COMPACTION D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. - LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR OUT TO THE FINISHED SURFACE. 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON I �\ STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD g, FILLS SHALL BE COMPACTED_THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE HEIGHT IN I LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN CENTER OR ANOTHER APPROVED GROUND COVER. SCOFFS OVER 15'IN VERTICAL , AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR EARTHWORK QUANTITIES (3)LAYER A.S.T.M.D-155T-70 TEST-METHOD: --- ---- - --- --- - -- -- -- - -ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED AT RUBTER; COMBINATION - -- -- STRUCTURES CONCERNED BEFORE STARTING WORK. THEREOF.SHRUBS SHALL BE PLANTED T 101ON CENHEIGHT SHALLHAVE AT 20'ON CENRRIGATMBINATIDNS- " _..... ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR-LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE EARTHWORK: CUT 625 CY 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,STo THED,AND INSPECTED 8Y THE 15'ON CENTER. SLOPES OVER VEIN VERTICAL HEIGHT SHALL HAV€PERMANENT IRRIGATION 3. THE ENG TING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.R.C. CANS MUST BE IN WRITING _ --___-_-- - --_ EARTHWORK: 625 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCYPRIOR TO THE PLACING OF FILL. � PLANS.ALL CHANGES TO THESE P - ----- - _ 4. QUAN NETe TITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL BALANCE 0 CY 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. GROUND 15 APPROVED BY THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I/Z"PER 27, APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3'.THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SCALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. SAFETY ORDERS. CONSTRUCTION _. E55 Y AND STATE FILL SLOPE 15 L TO THE CIT. '. IF CUT OR FI SHALL CONFORM PE SHALL BE U 8 ALL WORK .. ... _ AND DRAINAGE SWALE 5L0 2 12. MINIMUM BUILDING PAD A . A MINIMUM OF OR FILL IS GREA TER THAN 10.DRAINAGE SWAL ES SHALL BE AND 2/ IF CUT EE THAN 10 OF THE PERMITT RESPONSIBILITY _. i IFS IS THE RE_ -- 0 5 DEEP AND CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 29 THE LOCATION AND PROTECTION OF ALL UTILITIES O 13. PROVIDE 51WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 51HIGH. 70• AN APPROVED SET OF GRADING FLANS SHALL BE ON THE JOB SITE AT ALL TIMES.- - 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF - SLOPES. GRADING OPERATION. ° z I 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. l l� Z T -- - - 32. ALL SLOPES SHALL B€PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED 60R ALL � ��� - - - - - - - - SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH _. ^ ____ ____ _-. _ 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. H3 m _ --- FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I N 4 CHARACTERISTICS OF THE SOIL - - - 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE - - -- -- 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ----A-SOILS ENGINEER SHALL BE SUBMITTED i0 THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO --DIRECTLY OR INDIRECTLY.FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ISSUANCE OF BUILDING PERMITS. ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. ---- --a THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND 35. APPROXIMATE DATE OF:BEGINNING OPERATION:?/28/16 COMPLETION:6/1/17 -.. o SPECIFICATIONS OUTL NED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION LEGEND&ABBREVIATIONS _-- - _--- - --- RE FIT PRP IS DEVELO MENT. 7"13-` 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL o LOT 4 OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE,FILED MAY 12,2016 IN BOOK 450 OF BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION, o CURB& GUTTER._______................._. ...SEW SEWER LINE._.........._...._......................._..... _ MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. _...C&G SEWER...................................._.......____...._. _S- (S NATURE) (GE N0.) (DATE) MAPS,AS PAGES 17 THROUGH 25,INCLUSIVE,AS INST.N0.2004-0880093,O.R.ON FILE IN THE OFFICE - '- EDGE OF PAVEMENT.._.. .............._........EP, BOTTOM................................__......................BOT WATER LINE_.... .... W- - OF COUNTY RECORDER OF THE.COUNTY OF-RIVERSIDE,STATE OF CALIFORNIA. R/W RETAINING WALL -__._. .. ,, .��� 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION FINISHED GRADE--......................._....---...FG RIGHT OF WAY.................----.................... __----- ------ --- - - ------ ------BEFORE APPROVAL.------ 1 ---- TOP OF CURB......_.....................................TC CAST IN PLACE.........................__._._ CIP FIRE HYDRANT...... ...........wog 9 ".... ��" (SIGNAT ) (CEG N0.) (DATE) TOP OF DIKE..............................._..__..... TO RECLAIMED WATER.........................._____RW WATER VALVE .............._............_-...-___.® RESPONSIBLE PARTY FOR PRIVATELY - -o x ._.FL OUTSIDE DIAMETER........._....__.............._OD SEWER MANHOLE ......... _....._® _.. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE V x PLOW LINE.__...............__-..__..___..___ _ ro - _ a PEgsi --MAINTAINED FACILITIES ---- --BUILDING DEPARTMENT. - " PORTLAND CEMENT CONCRETE...........FCC POINT OF CURB RETURN.........._...........FOR SEWER-CLEAN OUT.... ..... -®- - -�``oa �E btwcyRoio eoeoot A°RN7a�y -- --- m -- - .....-. C_---_PROPOSED-..::.:...... ...........................PROP----R/W._......._----____. a r -_-- m�eo....- ,� _ _ _ _ _... _ o� ASPHALT CONCRETE -"""""""""' --PARDEE HOMES_.-. _.. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) o N AGGREGATE BASE............_.............___......AB INVERT ELEVATION............__..................IE FENCE.........___.........................................__;, -� w ` h N. B 1 I` m 2120 PARK PLACE,SUITE 120 HERMIT TO REGULATEMUNICIPAL AND INDUSTRIAL STORMWATER DISCHARGES. --- 1 d N CENTERLINE............_.___.___...._..............CL LAYOUT LINE.......................__......................LOL RECLAIMED WATER LINE__.........._.....-RW- ° Np � Eap. '1 A EL SEGUNDO,CA 90245 PDES WDI 8 33C362205 DATE PERMIT ISSUED:10/10/20 1 S a PROPERTY LINE......................................._..PL CURB FACE........................._..........._....__....OF STORM DRAIN UNIT NO. .. Q 4c * E 955 3100 s I m ._._......._..... *of oP� EDGE OF TRAVELLED WAY..._.._............ETW BEGIN CURVE................................................BC 05 AP ry CTECHM �� 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WA qr o4 T C SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO CC -- azCHANNEL_..._.._..............._........___..__............CH END CURVE............................___.................EC CONSTRUCTION NOTE ITEM NO. __... 61 FOFCAot FOFCA�tF • G _ m m FG @BACK OF WALL....____.................._.BIN EXISTING.................................__.....______..EX PAD EXTENTS _......__"__.__._............_......-- ENGINEER/CONTACT PERSON REMOVAL AT OWNER'S EXPENSE. a FG 0 FACE OF WALL..............----------FIN EXISTING GRADE/GRADIENT.__........___(l OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, - _ s e"_' �1 0 FACE OF CURB.......__......_.......................:__FC DIRECTION OF FLOW.............................. �. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. WDID• 8-33C362205 " m WATER WAT DAYLIGHT LINE................................_....__.....-II- PARDEE HOMES ALTA CALIFORNIAAPL STR E STREET, SUI E INC. _ - _ y a g = i STORM DRAIN____ ..._. ._.........--SD TOP OF SLOPE.................___............._........___,1�- 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 /1,bt.w•g.�/1•�N.li" W EL SEGUNDO,CA 90245 CORONA,CA 92880 BARRY J.CO COWAN, NO.46568 ''N� _. TOE OF SLOPE..................._.....__._.._.._..- (951)509-7090 DATE GRADING PERMIT °�� 3 o SUBDIVISION BOUNDARY...................._._____--- (310)955-3100 _, h I N 9 m CONTACT:TOM MCCARTHY g PROPERTY LINE - C- IJOIS dV ?/27//L a-tn9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS CIT Y O F L A K E E L S I N O R E FF. NTI�.; a REVISIONS TCHLCKE SEAL: - zSourH POINTE DRIVE-SUITE 27s ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR BENCH MARK THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YgOFESS 0p4 D uI E FOREST,CA 9263o PRIOR TO CONSTRUCTION. PRECISE GRADING PLANS ELEVATION:1400.873 lNGVO 2W DIG ALERT AS BUILT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( a 949.588.0707 o m " RIVERSIDE COUNTY DESIGNATION:E-14-70 :aee CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �4� eyc (FAx)v49sas.o�ov UNAUTHORIZED CHANGES ma - --- - -- - -- --- - - - 5 BARRYJ.GOWAN ENGINEERING COMPANY ricks^gneering.°°m CANYON HILLS PHASE 8 _ DESCRIPTION:2.7 MILES NORTHEAST ALONG y CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT 8E m=� RAILROAD CANYON ROAD FROM THE CALL " `� San Diego-RNenide-San Lus Obispo-Bakersfield-Saaamento•Phcena-Tua°n PA 2D - MODELS r^ Orange RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE -nNo. 46568 m PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVEDINTERSECTION OF RAILROAD CANYON ROAD BEFORE PREPARED UNDER THE DIRECTION OF:AND STATE HIGHWAY 71,122.0 FEET YOU DIG! - " BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 38118 - LOT 4 NORTHWEST OF RAILROAD CANYON ROAD, SCALE: SHEET SPECIFIC6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R "43920 DATE sf CIVIL Opp ,A_ �(1�/�Ib TITLE SHEET o a1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 CITY ENGINEER F OF CA\YF � DATE DATE:MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: BARRY J.COWAN,RCE C46568 0 0 o TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. e'� Z x �N= � I � 10, MODEL 430 4"NDS POP-UP EMITTER D 4.5'SIDEWALK MIN' (OR APPROVED EQUIVALENT) CONSTRUCTION NOTES QUANTITIES 10'MIN. MODEL 430 4"NDS POLYOLEFIN POP-UP O FENCING PER LANDSCAPE PLANS Y DRAINAGE EMITTER WITH U.V.INHIBITOR a I O5 INSTALL 4"PVC DRAIN PIPE 0 0.57. MIN. 38 LF • COMPACTED SUBGRADE PER o COMPACTED TOPSOIL SOILS ENGINEER H y- © INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN 1 EA .NDS 1/4 BEND DRAIN ELBOW _ DETAIL ON SHEET 0 f 1/4"LEACH HOLE INV.ELEV.PER PLAN 4"PVC DRAIN PIPE `Y' > - 7 INSTALL 4'ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 1 EA - m I -- CRUSHED STONE DRY WELL PIPE SLOPE =0.5% MIN. 4"PVC DRAIN DRAIN PIPE -----8 —CONSTRUCT--6'PCC-DRIVEWAY--- --- - -- ---- 1,365 SF _. .. -. PIPE - CRUSHED STONE DRY WELL O9 CONSTRUCT SWALE 01%MIN. (OR APPROVED EQUIVALENT) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 742 SF POP-UP EMITTER DETAIL: SECTION POP-UP EMITTER DETAIL STD.NO.211 NTS (NDS OR APPROVED EQUAL) — -------------- NTS __... `- ::-NS LL-ACCESS IBLEP RKING-SPACE-SIGNAGE-SPA -MA --_- - - PL 11 -I TAA RKINGS-- -. _-aER-.2D73-C8CSFCTION 1129B.4_IUJ�:FEGURE5:118-.18AJD_118-.18f ___ ,.:: - __ _._ _._ — -- p -0�--1J�-.:�M.IT�-EH-.DET'AIL.-.PP�.AN PRECAST WHEEL ADA IDENTIFICATION SIGN NTS STOP (SEE DETAIL A) I a_. g C 2.5' FENCE [^S s C 7 � ACCESS . _ AISLE 2' 3" 2" 4' FF PER PLAN PAD ELEVATION PER PLAN �• BLUE BORDER "I c Ck,) Z. MIN, 0%MNX C ? v _ O 20%MAX 2%M1N PARKING 5.5" s i m = 2" D9 I �' 10' VAN HATCHED LINES AT v -- 3.5" ONLY INTL SYMBOL OF P ING SS LL 36"ON CENTER (MAX) 3'MIN SWALE 2'MIN -- -- --- ACCESSIBILITY_ - - -_ - PER CBC YINIYUY Sro910 CTH FINE $250 FG ---- - -- -Fc -- DETAIL A: WHEEL STOP SECTION AND ELEVATION TYPICAL SIDEYARD: SECTION A-A PER PLAN PER PLAN ADA IDENTIFICATION TYPICAL VAN ACCESSIBLE NTS NTS _ PARKING SIGN ADA PARKING STALL DETAIL -— --- 0 1 m o X ---- - — PER CBC_SEC710N 118502 - --- -- X NTS �„� . ilk" 4kk4 _' IIIIIIIIId4P � - r LOX MIN. Q SWALE 0 ,� ...� ,., �, .� .��, _� '-""-'�,"„/ t^ -IF _l 1.0% MIN. - - -- -- X 2'MIN. 2'MIN. 2% MIN. 2%MIN. 12' g" FIG ---- - 20X MAX. 20X MAX. €_• G7 _ 3'MIN. 3'MIN. X _ •----' ".w.._....__....� - �..` _j! FF-ELEV.PER PLAN A A-`--._. ...6"MIN.COVERi /J s ' ®_ -a' _ •`,,,.___ -- PAD ELEV.PER PLAN s �- - = �r _ _ � '` N z 07 11� y -7}�A FOOTINGS IIq III LL i' ` _..... A, WA Y � n �A 31 w GFR PER PLAN lu - � X�v3i -_ __ __.. __. w �"^-.;,�.�.. •.._-,_,-:,a III���� II II� r�r ���: � _ DRAINAGE UNDER BLOCK WALL - BLDG23t B�49i67 BLDG229 ® �` - NTS FF 1491.07 PE 1491.00 FF PE 1492.17 BLDG 232 PE 1490.40 50 X FALLow MODELS L_�J 1 1 BLDG 226 PE 1489.90 _..._ +. GEE PER PLAN _... FL. __ _._ _ - - / --_ _ MODEL PARKING I pEKF�N� GATE • ----- rr• 4 _ PE 1492. PFR o -P( BLOCK WALLIs _ — r I � $f - <N (I IN _ ,::` ;- .' ^���Q��. � a_ a. PERa V FG IIIII (I u�l) Ii,i, 0 V� P*, 0 tii itJfl'Ilill 'III Il lil li ii ii D HpII l0 •a ili l - __-- Y ,` � y az - Fa �_Fa'U,Q�.. 1jni.ImlliO (F'� ( ii��,. '�: �_— �.. _ `' '* 0 6"MIN.COVER ♦ , -- __= — _ ,- ig ♦ Z - FOOTING INDEX MAP =m TYPICAL LOT DRAINAGE DRAINAGE UNDER FENCE 1'=40' +o zo o +o eo 1zo vp 3 w� � _ NTS NTS � ©y 7/2TY/6 GRAPHIC SCALE 1"= 40' Nz m REVISIONS - APPRV DATE SEAL: zSOUiH POINLTE DRIVE-SUITE vs J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET I I p BENCH MARK: DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 1 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E i1�1 LAKE FOREST,CA 92630 ELEVATION:1400.873 MGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QPOFESSIOpg4 ID 1,D 949.588.0707 - PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 Foee CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ur 1 !V (FAX)949.588.0709 PRECISE GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG o - UNAUTHORIZED CHANGES -� RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN a ENGINEERING COMPANY rickengineerin g.<om m CANYON HILLS PHASE 8 to e_ :^ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 4 m�o INTERSECTION OF RAILROAD CANYON ROAD W :^ orange Sanliege•Rie kle-SanWi,Obi,po-Bakersfield-Sacramento-Ph...k-Tocwn PA 2D - MODELS � BEFORE � � 46568 �' RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE N AND STATE HIGHWAY 71.122.0 FEET ���� YOU DIG' Na. PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS ---- io NORTHWEST OF RAILROAD CANYON ROAD, S-2-lb * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 4 o 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. _ BRAD FACRELL,R •43920 DATE s CIVIL a MARKER P-1853732EOST,A BRASS 1.0 FEET DISK NORTHEAST F THE UNDERGROUND 27-2600,RVICE ALERT CHECKED CITY ENGINEER f4le OF CAIYF�Q� ^' " '71/S 20/ SCALE: SHEET SPECIFIC DETAILS IV-S r 6 0 o TOP OF CONRETE POST E-14-70. Call at bast 2 working days Drlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE •C46568 DATE DATE: I� m I ' *. ," pGIIIIIVi!" t,NIVmr, IPI III°Illliiir IIIiO� p llr f / '� i. D ii ,�T)IDIIii( 7i I ^fH� IIIIIII 61iq ` ttE - � i Pi = Ja IIILI�Ii III'a IIF P I),�=Itli i'= IL IIIIIII` 9IIi ui 1r' T r IIi ,;t F y' CONSTRUCTION NOTES II I s Ilgw r iiii i6i ° M IaIII (I I ii a'IPIiI�IP a,t'Y - O4 FENCING PER LANDSCAPE PLANS = = ^"^ �I-Aip; 1/AY!�IIoi IT= di!pii and fi!!! I !IVII!rI „I III Ilol'r� "_ -8 a Ail RIM 14!,89.. ,INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. i i' INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN �i�i 0q 26Em. --.i°.iDETAIL ON SHEET 2 .." o - __... Q7 STALL 4'ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) r1r >r w * 8 CONSTRUCT 6'PCC DRIVEWAY F _ = i'=:(iUlii r,i .*:-..,.,1,..(��• llllll u'. Iillll yei iH . F�III� I>uN(I"'ll (iIiIIIIi �!i �gl�ii t= ,!I =ill r..i Iiiil" i r dN + �il,•• !i �� Om1PY:^vT ' m0' IIII�'H I * i "� AT--PER- ,.�„�..... ..•E......__.,.. -CONSTRUCTSWAL'E'®'1%"FAIN. ANDSCAP - - x a�0 OF w�� IIVh GATE CAP wi 10 CONSTRUCT 4 PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE y ^a0-ii A00 pV „!ul tlF ull6ii,p!III "IIIIIII j p III 11 Uqi IF pills`a�� NIi LAN CAPE PLAN� MI iq, STD.No.211 o T -------- ----- -- -INSTALL h^ l 4 (TYPo, - � ll,oI ! Ilkr - y���o,9, ( --_---11 .ACCESSIBLE-PARKING-SPACE-SIGNAGE AND..SURFACE ID.MARKINGS �--- O. .PER 2013.CBC SECTION 11298.4.AND FIGURES.118-18A.TO 11B-18C.. �_.., 1} _- �a - �.a, •w. :a - �/ sal -_--'. L._I TS 1490.32 -.. ,w- II µ . ...... _........ ...... C t® 1488.82 "'Mi �- oI - I. ) 4 (TYP) r _ •Y IIi ,T 'IIIII IIi I D :`7 3 ZO-'STEPS .,_ - REQ'D , _rn,� " 565'ST46'£ '7 o FS 1489.54 Poh(n _ ? /� TS 1489.83 6.43' 1489.91 II 'II IIIII iiii [ 10 FLGB -S.T 253.8""STEPS o 109y9 '"", l�ii! III ,dull ir'.ai IIi Ills C] �j o �1 �'�- II��I, II ili�ilill h, IIIII hill BS 1489.5T FG 1491.( N �J r o REO'D 1 III I h I6l'iil6ti II '''� aZ FG 1489.30 h it (I �III II �'iI� [ iN L IIII�, < O o v x L. 4 .IIIII, d III y IIIIIII ( ' r 6 'UN-'" IIII llllT il„Tl�m _ o+ 2 4.5'STEPS FG 1491.00 �1 B ! q IIi �_' T" Ilil) ! d ill ,I n (TYP) 4 X FL "� REO'D �I v1 r Ih 9e a tli'i�IljIpilii Ipr,„ l.iliIptuiiiii' lill��m L. 11llllm +hla;II,V I�'I E? W --- IIIII FDF4808fi `~i I o �"° 51°0 IIII T W:: hrp IIj " I. I z m -- TS 1491.21 m `�.= � i u I IIII III',IIII I il�i IIIII d I � 'IIIII FL GB OFF= FIG 1489.90 BS 1489.94 A !i„ u h OF=0.5' 3 5.1'STEPS rat} 4 8 vT A 7 ° IIitl h T I X 148936� IO'D C 9 �)"� PVC ,-e� BLDG 231 FL GB o DRAINHROUGH FF= 14s,7 f w� u�U IIi r llllll of II IIIII R Il ill ^� 11 1490.00 / tl - n u dN( IIIIIII IIII I.,,V!i ". FENCE_EE DETAIL FS 1491.67 6'7. FL GB FS 1490.14 Xp TE 1490.01 6 - DRAIN UNDER GATE PE 1490,40 Fs 1491.07 FS 149L42 - o e IE 1489.28 X FF 1491.07 N SHEET z7 FIG 1491.00 / ,� h _ ,,w o �) _ --... / .. k '�J`Fg,4902E d 9• III '° IIIIIII 1489.50 _. BLDG 232 (SEE DETAIL ON�SHEET 2) FS 1490.82 DRAIN THROUGH FENCE '-�.pk� "'�� I'I I� ,IIIII I, �I,��� i iII Iih o- IIIIIII» � III (Gi PLAN 3C (SEE DETAIL ON T 2) BLDG 230 �' t � FALLOW o 11490.4E y I h PE 1489.90 FF 1491.67 FL GB FG 1490.60 iy, Fs 1490.R1 490 IIIIII 6 II,iI NEXT L 5TEAb1 llllll o p ( � 1 I. � ».. �.� �I Ni ill III I'illp �MH RIM 149121 II Q kS o• a �X X PE 1491.00 �✓1 / �� OF=0.9' h FG 148950 GFR_ n FG 1491.20 yC q o - 1490.82 FS 1491.07 9 F- .a Fg 4 u IIII I S 111 l ij iii llllll g ,I M PLAN 2AR DF=0.3' Of Fc 1490.90 )( FS 1490.82 FS 1491.67 ' 1 x r ip YSTEP FS 7491.42 GFQ_ 1ggD'q FC 1491.50 , '� ��.,:=" ' 0 3"STEP -1491.42 DRAIN TNROLIGH OF-0.0' .. 1489.40 r IIZ oa"6( IINVr� um 'illlill( III 11IIVw^� Ilai oil 8 a' 9 BLDG 229 ,, , FF 1491.07 ENCE oOsHEYA21 PE 149 L50 o a as �� _ 11 ���� d �� �1 "irr i IIIIIII 1 sJ, (_-.. ---... _ ... ._ _..... . _(TYP) 4 X _. _ p �b Iih ip 1 9 S. FF 1491.67 DRAIN THROUGH �;� �,Q �/y dl�) aI Iiil (TYP) 4 FENCE(SEE DETAIL PLAN 1B Y, in� S 1 2" t(� �. II 1 ON SHEET 2) FG 1491.50 S•O, FG 1490.30 0 o-�•'a p• E' OF=0.1' ^I CF B 11 11ii�I,z ~'��1 FG 1491.00 4 RFS r i I FG 1490.40 ' T0' I FG 1491.00 1� TS 1492.17 9p•Bq FS 1491.92 na V 1�D• •'..j OF=0.0' 0 4.8, 7.0, BS 1490.84 _ •0, I 9 } FS 1491.82 FG 1409.90 Off, O I 6 J 2 8.0'STEPS � � ' \ o a•� X 1 �q I } 1 1490.48 REO'D TG 1490.6E a y 1 �o �- ' i•-, 7 I�'E 148y66 ' C FS 1490.67 1 7 / 1489.87 vi 4.0' FL 1.0% o k 0,00' FF 1492.17 I O S20'31'44£ -�+ ��� 1490.70U~ �i DRAIN THROUG 10 � 1.1% pF 1490.68 !, FL o FS 1490.80"W 317' 11 4 (TYP) FL ��11 10% FG 1490.40 r FL HP FG 1491.50 FENCE(SEE DETAIL 7% DO 0 13 "•---..� S62y FG 1489.90 l q, 1490.10 �~ X 1`i_ ON SHEET ) o f MlF A 3"E FG 1490.40 °' FL HP ti '� / FG 1491.30 FS 1490.74 J ase 99) 1489.89 0, 9 r �� OF=0.2' M �' FS 149.0.8E r £ 2 _ \ F �- FG 1490.40 1 v 1 FL IT 4 / 1490.48 °�• �� �Q- FS_ 1490.90 l FG 1490.40 f FG 149"0 ( FL k 1 �� FG 1491.40 \' A 3 C IF=O.Y SO• FIG 149i50 4 (TYPo - S65'S7 _ p L- 3713W FG 1491.50 1490.99 I 96"E = 4 (TYP) fG 1491.00 b / 4 (TYP) N� W �, i Ji �� - 8d'q•5j'20" '---__________ --_ _ FC 1491.00 1D ��� �� m pp. _ 99 00 6 _ ... L H U k - .50' •2p, 4 •?' 2P,1 p,FO' k9. = n - - l q,Yg7l 0p.O O• L.B4 `9 h 149L � I a F k FG 1491.50 FG 1491.50 1490.99 -•- �. 1 FL 4 (T MODE PARKING - Li gl ljll(i F ,Ipol� -" �� FIG 1491.50 PE 1492.00 >r' II I, , ri`, IIII: III III il�� i� ,tiW, I- FIG1492.00 all ,ri rGlllh iI �ililii; iilI!'!�n9IIip d �� k -  w�� IIIII,: �� I'IIIIL Di, Pp II _> ,pi n wyl me F RIDGE ` pII�) 9 I0 ' ii IIIG;, OIIHIIo l x_ _ �IiG= I Ili i'IIIIIII"III II IILII'I��I�D!i_ . iiiilllL' my .:r'__�, _ b' _ I�.,"'ik I4Fi7iii iiIl�lpo� �I iI!V+IirLiI' *�a Igliiiioll • a.�J'. ,I� ..11llll"wi"�i = a -$ "'IIIIdipiaiil1l,I� ,ii VI Ti•"= ii�iL �.i I IIi si �IiI j1illi, l* d IV iII,i 4 (TYP) X N - - - _ - Ii "itl I) IIIII iI) II♦;" qla ij tlID„ ' "iir i4 (II�� : .:.",-, - --_� _I `!', �pIII IIlya,jlllill l'i U i (Ii�_� h ,i n,rli�(���(� Ili II IIIII �aP` ``�•. �`�. iICi iii�6 m m kFG W92.00 % � r " J - - - x a`r .ail' V' ii (IIIII (I �I °4,- IIII` III 51F-• -„ _ �_= �o"z ,a�u �*�, s ;9 c� 9r; _ �, IIIdIII h, Ili p,wRiiIIIII„i' IIlill �'III�aI� = -s +-, ( i -fi.. III: III r _ ""» oo _.. -f -____ _ , iL. ._-.. IIi � - __ _ 3 _ Ft itk aui ii i iii) aIIi i, LI iL� i� n i �,;.," o - iax _ �"`^,"„�.». x �=- w Imo`$ » ti C,- _ FIVE T lu/�Q OV 7/27/f6 GRAPHIC SCALE 1" 10' � � m J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV GATE SEAL: 2 SOUTH POINTS DRIVE-SURE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY F LAKE E L S I N O R E 3 BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,CA 9263o DIG ALERT QFOFESS Opq D PRIOR TO CONSTRUCTION. - ELEVATION:COUNTY SIGNA IO THE APPROPRIATE LAWS, A IONS OF DEVELOPMENT AND/OR ( � 1 949.588.0707 PRECISE GRADING PLANS OF � RIVERSIDE COUNTY DESIGNATION:E-14-70 Foxe CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 4� �L - (FA%)949.588.0709 UNAUTHORIZED CHANGES CANYON HILLS PHASE 8 DESCRIPTION:2.7 MILES NORTHEAST ALONG o ENGINEERING COMPANY ncken gineer=n g.com BARRY J.COWAN s CAUTION: ENGINEER PREPARING THESE PLANS WILL NOT BE EE e - RAILROAD CANYON ROAD FROM THE CALi. .., A Orange SanDiege-Riverside-SanWisObispo-Bakersfield-5aaamenm-Phoen6-Tucwn RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE pp Zp - MODELS SHEETS 2 im o'm w r . io mm INTERSECTION OF RAILROAD CANYON ROAD 46568 m-� BEFORE �j (� Y„ AND STATE HIGHWAY it,122.0 FEET ��( No. PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED NORTHWEST OF RAILROAD CANYON ROAD, you om! � + BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 38118 - LOT 4 FILE No. 821E �. a« 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R •43920 DATE Jf4r CIVIL 0p SCALE: SHEET SPECIFIC MODEL PRECISE GRADING m s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER f FFaa A - MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAV ss DATE DATE: g TOP OF CONRETE POST E-14-70. Call at bast 2 working days Prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RICE C46568 I- EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES All erosion control plans shall be in accordance with City of Lake 1. The developer and his contractor are responsible for 0 TACKIFIER 19,766 SF Elsinore Ordinance Nos. 802. 882, 772, 1258, 529, 1004. construction Iliplementation and maintenance of the SWPPP-approved, -<•- tT SILT FENCE PER DETAIL ON SHEET 4 656 LF -- ---- site Best Management Practices (BMP's) and standards outlined within pre-qualified BMP's from the California Storm water Quality the Lake Elsinore Design Manual. No grading permit shall be Issued Association (CASQA) handbook/website for construction to c000000oo 14 GRAVEL BAGS PER DETAIL ON SHEET 4 157 LF without an erosion control plan approved by the City Engineer. The retain sediments from areas disturbed onsite to the maximum erosion control plan shall include details of protective measures, extent practicable. The erosion control measures Include those including desilting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any measures, or both. as may be necessary to protect the water quality additional erosion control measures (e.g.. hydroseeding, of receiving water bodies on to protect adjoining public and private mulching of straw, gravel-bagging, diversion ditches, retention property from damage iron erosion, flooding on the deposition of mud basins, etc.) dictated by field conditions to prevent erosion -- --- or debris which may originate from the site or result from such and/or the Introduction of dirt. mud or debris Into existing grading operations. public streets aWor onto adjacent properties during ANY phase of construction operations. with City of "r � /1. All erosion control Ions shall b- Inaccordance Y � - D cgE1s IDgr����1g�c N .7T2,-802. 882.--1004,-1258. 2. Storm Water-PollutianPrevention Plan-(SWPPP) shall be_ke t-----�--'-'- -____-..-.. -____.___ __.--_-.--._��_-_-._-. -.---_-�_-_;,_ _. �_ .-.__. _,• �_,-. ._... __.:�_._-_.. �_.�__�..._._ __.____�__.._._._�. ;f�-_ on�r fonnrMs est nagement­'rac ices-(BMP sly an�lc`siun�ards orrrslte r>a m`ade ova able upon�equ`est of'a�ePre`sentut7v`s� outlined within the Lace Elsinore Design Manual the Regional Water Quality Control Board (RWQCB) -Sonta Ana - Region and/or the City of Lake Elsinore. 2. The developer/contractor is responsible for any discharges by A subcontractors. 3. Construction sites shall be maintained to such a condition that n corn wastes an ollutonts off the SILT FABRIC an_�.iojpated etarm dices. at ___ � ...,.. ,. � ._-..__....,... ..,.... ,.. _..:,..... ........:......\.. __ .... ..... -- _ -- - -,-3.:-incase of emergency. call:Robert.Skands (res ons:ble arson). --site. Discharges-of-material-other-than stonmwater�nan-storm --, - -- -- -- - b ed_e de twos aGener l Per anandiv duo _ z _ _. at..195L)=545�858_-(29�1our�hans ttOl[ber�. ---�---- -- --water).:are Prah 1# _x D._ - Y --- ------- _ _.-_ _ NPDES permit under the statewide General Permit-Construction 2"X2 STAKE-� ---TOE OF1SLOPE �/ 1 r 4. Devices to reduce erosion damage shall not be placed moved or Activity. o / ! " -.,�.,;Y M I, modified without the approval of the Director of Public Works or, in ! •„ I in an emergency. by the person responsible for grading 4. Potential pollutants include but are not limited to: solid or operations. liquid chemical spills: wastes from points, stains, sealants. ! - s. e, pesticides, onion of the clew that Is necessary for construction. The flakes rtilian stucco. wd preservatives, d s asbestos lubricants, and -- ];11TR - ` ' BLDGP32 12 '�•" \ R z -� - 5. Areas that are cleared and graded shall be limited to only the fertilizers. wood preservatives. and asbestos fibers. paint -�'^�-_i' � I' FALLOW I � � t�.` ��� � construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids; concrete and related FPE 1489.90 ENCH WITH of disturbed soil areas through phasing and scheduling of cutting or curing residues: floatable wastes; wastes from TAMPED BACKFILL ii. _ grads and the use of temporary and permanent soil engine/equiprmnt steam cleaning or chemical degreasing; wastes - :: FF 1AQnAn ater from line flushing and testing. Dur ing construction, disposal of such �� 40 7 ,I m / ' 6. Once stabidisturbed, graded slopes exceedinga 3:1 ratio and/or ten naterlalseshould occur In a sseec fle0l mdecontrolledle wtemporary PE 74911 (10) feet in height (temporary or ppermanent) shall be stabilized area on-site physically separated from potential storm water PE If they will not be worked within?days. During the storm season. runoff, with ultimate disposal in accordance with local. state - p. all slopes shall be stabilized 24 hours prior eto ta predicted and federal requirements. TYPICAL SECTION SILT FENCE (CASGIA SE-1) \ * .,�� \� BLDG229 " storm event. Construction sites shd withinI be 7--days as earcomple y n. _-_ _ _ __ d_ _ _ _ E `^'_ ,il Ii,H„ t FF 149217 feasible after soil disturbance and within)-days of completion. 5. Rlnstr from esi errand and vehicle wishing shall-re contained-at S�'nn ___ ;pi - -- --- -- ---- ----canstructlon site and must not be discharged to receiving waters -- -- - - ---- - -- NO SCALE � ."Tit �` ��� 'PE 1991.50 • 7. Fill slopes at the tract perimeter must-drain away from the top or the local storm drains stem. - -- - 1 - \�'`�-l --- vG-_`r-- Of the slope at the of each working day.- --_ -6. r riate BMPs-for-consfruotton-related materials,-wastes. ------ - - ------- ----------- --- - ------------ -- - jf "` or. APP oP ---- - -- w - _...._ _._....... II 8. The contractor shall be responsible and have signs posted an the spills or residues shall be inplemented to eliminate or reduce Y_--.,, i' `� ''` BLDG sIto to worn against public trespass Into areas where water is transport from the site to streets, drainage facilities. an /� .. ,,a`\` �• MODEL PARKING ernes b wind or runoff. �C I dad. adjoining r �Oiml g properties Y mP J f^` t PE 1492.00 \ 9. Dust shall be controlled by watering-ar_other_methods approved _._7. Material storage and staging areas shall be established. Fuel _ rt _ _ •. 't • '``,,/�`* ), �,., I - - by the City Engineer. - -tank. portable toilets, liquids, gels and powdersshall-have secondary containment and be stored away from all private 10.Placement of devices to reduce erosion damage within the public storm water conveyance systems. sidewalks, rights-cf-ways 5' 0 5' development shall be shown on the approved plan. and flow-lines. i 11.Desalting facilities at all drainage inlets for the graded site B. All portable mixers shall have plastic liners underneath with shall be designed for atwenty-five (25) year, six (6) hour storm gravel bags places on the down-hill side of the liners to -' intensity. They must be detailed on the plans. Design and contain discharges. 2 BAGS speoi#le-recommendations shall be submitted for the following: HIGH 9. Controlled street washing will only D be allowed rior to the _._ a) Desalting basin volume based on gradient and nature of soils. application of asphalt seal coats and only when all pertinent - ��'• %% /�' - b) The extent of all graded areas and Identification drainage inlets are protected. of any 6' 6' � �\., - -;--" o .�� ems;✓ � � temporary soil stabilization measures. 11O.J.11-coastwcflon-contactora-0 s re-and __WEIR__WEIR be-made-aware-of-the-required BMPs-and-good housekeeping measures - - - ��4 e - `�, ,/" -j'�fl. _ n c) Size of desilting basin outlet pipe and overflow. for the project site and any associated construction staging I I areas. I] �y I A d) perk requirements. Show minimum wall width, slope of walls. \ '•. /�� N� percent compaction, etc. 11.Discharging contaminated groundwater produced by construction site _ \\ \,\4 ��/��/ c groundwater that has Infiltrated Into the cons+ruction site is \`�.\ � \ � � e) Outlet conditions from the desilting basin shall not exceed prohibited. Discharging morn-contaminated groundwater produced by -� A ^�,I Z - - - -downstream limitations, with the exception of overflow. which Is dewatering activities may require a National Pollutant to be designed to provide capacity of 1.5 tames the maximum Discharge Elimination System(NPDES) permit from the Regional - - - - - - - - � - design flow. Water Quality Control Board. z 12.Necessary materials shall be available on-site and at convenient . - - . .... -._ _...STREET INLETS _._. _ - __.-. C 12.Storm water runoff shall not be directed over any slopes without - - - - --- ^a 9 locations to facilitate rapid construction of temporary devices permanent down drains installed. Erosion and sediment controls NO SCALE 40 20 0 40 so 120 &W 3 CO -cr-fo repair-ony-damoged erosion-control-measures"when-a 50% including mointenance-are required on all-exposed-slopes until --- - �" In chance or greater of rain within a 48 hour period is forecast sufficient permanent landscaping has been established. 100% M - -- --- ---for-Lake Elsinore by the National-Oceanic and-Atmospher1c Agency ----sl a-protect Ion must be`i n- lace- rior-to the issuance-ofthe - - -- --- - - - ----- ---- -- - °p - - P- ---- --- - - - -- - --- - - - --- - - - - GRAPHIC SCALE 1"- 40' ____- _-_�_��----- ------ - -final certificate ofoccupancY --`- `-- - '---- -'- -' -'- --`- -_ -__. _.__- _. _ -- _. I n - 13.BMP's shall be maintained and Inspected daily All removable 13.Vegetation clearing and brushing activities shall not be protective erosion control devices shown shall be in place at initiated during the wet season on any sites which are not - the and of each working day when the five (5) day rain probability adequately protected with desilting basins or other temporary GRAVEL FILLED o forecast exceeds fifty percent (50%). drainage or con measures.m BURLAP BAGS - _.._.. -.. . _.... _..3 HIGH UNLESS ---._- - -.. a 14.After a rainstorm, all project generated silt and debris shall 14.Stockpiles of soil shall be properly secured with BMP's to OTHERWISE NOTED be removed from check berms, onsIte pub lc drains and pipes, eliminate or reduce sediment transport from the site to streets, a drains and pipes of adjacent properties and desilting basins and drainage facilities or adjacent properties via runoff. vehicle - - -- ---- �- the basins pumped dry. Any graded slope BMP's damaged during a tracking, or wind. Stockpiles Inactive for a period of 14 days rainstorm shall also be immediately repaired. Fal lure to provide or more shall be covered: active stockpiles shall be covered o effective maintenance may result in penalties. prior to a forecasted rain. ° 15.Discharging of contaminated soils via surface erosion Is 15.Special attention shall be given to preparation and - - _.-__Prohibited. __.. -_-_-. __--installation of the Rain-Event.Action Plan.(REAP) asrequired -_.._ -- --NOTE:TOPELEVATIONSOF-GRAVELBAGS - - -- - - --- - --- ---- --- -' 16.Construction access cants shall be stabilized with a based on site Risk Level or as mandated by the Santa Ana Regional SHALL BE EQUAL TO ADJACENT D Board NPDES Permit, General Permit-Construction Activities. TOP OFCURB ELEVATION c o combination of rock and shaker plates year-round to prevent --- -- -- o N track-out. Routine street sweeping shall be performed on all 16.At the end of each day of construction activity. all construction - - w x paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall be collected and properly - - SECTION D-D - - - - - - - - -- - - - - - be used when street sweeping becomes ineffective. disposed of in trash on recycle bins. NO SCALE -- --�- -- ----_ ___-_.- ___-._--- ------ -_-_- .__.. -.. _.. . _.. ti 17.This site has obtained a National Pollution Prevention Elimination System(NPDES) permit to regulate municipal and industrial storm water discharges. a NPDES WDID to 8-33C362205 DATE WDID ISSUED. 10/10/2011 a The undersigned civil engineer. a qualified OSP and/or OSD will g 18.review placement of erosion control and Insure that work Is In M --- accordance with the approved plans. 7 f3/--ti, ` Z -6- (Signature)TLlcense No.)(Exp)(Date) g� (7) E gad . 3 ti V' N2 V In eve In Ov 7/27IPG J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET o BENCH MARK: REVISIONS APPRV DATE SEAL: ,.. 250UTHPOINTE DRIVE-SUITE 275 n m: DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ��,J, /� ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY T Y O F LAKE K E E L SIN O R E T 9 17 21 FESS 0 3// v LAKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4'A( [JkJ� 11\J.• 949.5ss.0707 PRIOR TO CONSTRUCTION. 4 o RIVERSIDE COUNTY DESIGNATION:E-14-70 login CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 4� FAX 949.588.0709 PRECISE GRADING PLANS - -OF - -- - o DESCRIPTION:2.7 MILES NORTHEAST ALONG o �- ( ) keng neering.cnm UNAUTHORIZED CHANGES' RAILROAD CANYON ROAD FROM THE CALL, „ BARRY J.COWAN y ENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 ,4 m - � � Orange SanDiego-Riverside-San WasObispo-Bakersfield-5auamenio-Ph-i.-Tucson pp 2D - MODELS INTERSECTION OF RAILROAD CANYON ROAD 46568 s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET ❑IIt% BEFORE ono° S NORTHWEST HI RAILROAD CANYON ROAD, YOU DIG! * * PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S 2-16 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 4 FILE NO. g 6.0 FEET SOUTHWEST OF POWER POLE _ -- ST OF A _ 7-2600 BRAD FAGRELL,R •43920 DATE J' CIVIL MARKER P1853732EOST.A BRASS DISK 1.0 FEET ASET IN THE UNDERGROUND 22 ER VICE ALERT CHECKED CITY ENGINEER rgJf OF CAUFOQ�\ �L +�1o11i...cg.._- SIZof SCALE: SHEET SPECIFIC MODEL EROSION CONTROL 0 0 o TOP OF CONRETE POST E-14-70. Cal at bast 2 working days mrlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE •C46568 DATE DATE: W716 „ I: