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HomeMy WebLinkAboutCanyon Hills Ph 8 CITY OF LAKE ELSINORE GRADING NOTES CONT... K 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT 74CANYON o PRECISE GRADING PLAN AND SHALL BE CONSIDERED A A SHALLRT OF THIS GRADING PLAN,AND COMPLIED PRELIMINARY GEOTECNNICAL INVESTIGATION AND GRADING PLAN REVIEW: ROUGH GRADING FOR HILLS " s CANYON.HILLS PHASE 8,VESTING TENTATIVE TRACT MAP •36117 AND 36118, CITY OF LAKE ROAD NEWPORT ROAD ELSINORE,CALIFORNIA'DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2D (PROJECT NO.2-0020). SITE �yoPp DRIVE 15 TR 36118 - LOT 4 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF tlN - BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH N T Rp, SCOTT WAD MODELS RESPECT TO MEAN SEALEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT l ROAD GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY N 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF - 15 CLINTON KEITH ANY CONSTRUCTION/GRADING. R AD SHEET INDEX GRADING NOTES 21. STABILITY CALCULATIONS WRH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY 1 TITLE SHEET i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CRY OFLAKE ELSINORE MUNICIPAL CODE SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 2 DETAILS CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 3 MODEL PRECISE GRADING U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOwNSHIPi 6S 4 MODEL EROSION CONTROL RANGE:aw 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 TO ANY OPERATION. KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. (1-800-422-4133)48 HOURS PRIOR TO GRADING. BASIS OF BEARING 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ADVANCE OF BEGINNING GRADING OPERATIONS. - ENGINEER'S NOTICE THE BASIS OF BEARINGS FOR THIS SURVEY IS A.UPON COMPLETION OF CLEARING ANDDURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, THE WEST LINE OF LOT "A". AS PER TRACT COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 1. 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"W 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE - B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR APPROVED,AND SHALL BE SHOWN ON THE PLAN. FILLING OPERATIONS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR OUT TO THE FINISHED SURFACE. D. WHEN ANY,UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK QUANTITIES (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ADDITION TO GROUND.COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 3. THE 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,SCARIFIED,AND INSPECTED BY THE THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES AT 20'ON CENTER;COMBINATIONS PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. EARTHWORK: FILL 625 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. NET: BALANCE 0 CY - 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11. .FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I/2'PER 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWUNE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 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. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 13. PROVIDE 5'WIDE BY )'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 51HIGH. 30. AN APPROVED SET OF GRADING PLANS 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. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE N0. CHARACTERISTICS OF THE SOIL. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL. FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND U LEGEND &ABBREVIATIONS SPECIFICATIONS OUTL NED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION - 35. APPROXIMATE DATE OF:BEGINNING OPERATION:?/28/16 COMPLETION:6/1/17 o RE RT PRP S DEVELO MENT. '7_Ij,, 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL CURB & GUTTER..........................................C&G SEWER ....................SEW SEWER LINE S_ 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, EDGE OF PAVEMENT........................_.........EP BOTTOM.............................................................BOT WATER LINE................................................. (S NATURE) (GE NO.) (DATE) MAPS,AS PAGES 17 THROUGH 25,INCLUSIVE,AS INST.NO.2004-0880093,O.R.ON FILE IN THE OFFICE MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. FINISHED GRADE...........................................FG RIGHT OF WAY...............................................R(W RETAINING WALL......................................... OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. TOP OF CURB..................................._. . - N ...........TC CAST IN PLACE......................._.................CIP FIRE HYDRANT......................:..............._.....row '1'8?O16 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION TOP OF DIKE............................._..................TO RECLAIMED WATER.......................................RW WATER VALVE ...................................._......0 (S I GNAT ) (CEG NO.) (DATE) BEFORE APPROVAL q x FLOW LINE.......................................................FL OUTSIDE DIAMETER.....................................OD SEWER MANHOLE .........,......................_......(1) RESPONSIBLE PARTY FOR PRIVATELY 1q o PORTLAND CEMENT CONCRETE...........PCC POINT OF CURB RETURN................:........PLR ...SEWER CLEAN OUT.. ................................®® NG�NEEgrNO aOFEssrc 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE m - l7F 0 J.Mc �' Oe tA. 4'H MAINTAINED FACILITIES BUILDING DEPARTMENT. oASPHALT CONCRETE................................AC PROPOSED .........................................................PROP R/W.......................................................................T--- o s cggyFcc ��4,gGCS cg9�tFy N o AGGREGATE BASE.........................................AB INVERT ELEVATION........................._........IE FENCE........................................................... -- $ �ze� s' PARDEE HOMES ••••••• `m 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) <n, CENTERLINE.....................................................CL LAYOUT LINE................................................LOL RECLAIMED WATER LINE......................... RW- No. EG 2000 '' ,( m 2120 PARK PLACE,SUITE 120 m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PROPERTY LINE..................... �' z EL SEGUNDO,CA 90245 .......................PL CURB'FACE......................................................CIF NPDES WDID •8-33C362205 DATE PERMIT ISSUED:10/10/2011 o L EDGE OF TRAVELLED WAY.....................ETW BEGIN CURVE............_............-......................BC STORM DRAIN UNIT NO. ..................... (310)955-3100 * 2`* *sT o�OTECMN�P $ CHANNEL.................................__.......................CH END CURVE.......................................................EC CONSTRUCTION NOTE ITEM NO. ....... B1 T9rF ca• 9r 0 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS in OFCAL\F FOFCAL�F m FG 0 BACK OF WALL................................BW EXISTING............................................................EX PAD EXTENTS ......._.....................................-- ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO FG 0 FACE OF WALL................._............FW EXISTING GRADE/GRADIENT...................(l- REMOVAL AT OWNER'S EXPENSE. FACE OF CURB........................._........_..........FC DIRECTION OF FLOW..................................y - OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. a WATER ............................_.................................WAT DAYLIGHT LINE...............................................-:!- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID• 8-33C362205 NP STORM DRAIN..............................................SO TOP OF SLOPE...............................................�_- 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 ./ ..a.a,�-re.- TOE OF SLOPE.............................................. EL SEGUNDO,CA 90245 CORONA,CA 92880 - w as v BARRY J.COWAN,RCE N0.46568 DATE �a SUBDIVISION BOUNDARY...........................------- (310)955-3100 (951)509-7090 a v ?/!7//G PROPERTY LINE ...................................__. p IJDb a1/ CONTACT: TOM McCARTHY - GRADING PERMIT• N DIG ALERT agosc CAUTION: OF EXISTING UTILITIES ON THESE PLANS i BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTe OR vE-Su!rE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE SHEET ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE'CONDITIONS OF DEVELOPMENT AND/OR 1E ON4( 949.588.070��'gZ630 PRIOR TO CONSTRUCTION. o RIVERSIDE COUNTY DESIGNATION:E-14-70 ,g CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (PAX)gag.s88.D7o9 PRECISE GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY ricken gineering.com UNAUTHORIZED CHANGES `-� RAILROAD CANYON ROAD FROM THE CALL. BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 m m orange son c!ego-giverside-son wi,obit',o-sakersae!d-savamenw-vnoem.-Tuson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE� INTERSECTION OF RAILROAD CANYON ROAD s BEFORE No. 46568 P A 2 D - MODELS „ AND STATE HIGHWAY 71,122.0 FEET ��� YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, ��2!6 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGREI •43920 DATE sf CIVIL �� FILE NO. m m s1653732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 4TE. `E �R�"�.-t pl Cja..p.�� 7�j$7�Ib SCALE: SHEET SPECIFIC MARKER POSLA BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALVE TITLE SHEET t R 0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE •C46568 DATE DATE: `- 10, MODEL 430 4'NDS POP-UP EMITTER 4.5'SIDEWALK N. (OR APPROVED EQUIVALENT) CONSTRUCTION NOTES QUANTITIES ,o'MIN. MODEL 430 4"NDS POLYOLEFIN POP-UP DRAINAGE EMITTER WITH U.V.INHIBITOR O4 FENCING PER LANDSCAPE PLANS 5O INSTALL 4"PVC DRAIN PIPE®0.5%MIN. 38 LF COMPACTED SUBGRADE PER c ` COMPACTED TOPSOIL SOILS ENGINEER N L © NDS 1/4 BEND DRAIN ELBOW INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN 1 EA - F�/- DETAIL ON SHEET 2 x f a 1/4"LEACH HOLE INV.ELEV.PER PLAN 4"PVC DRAIN PIPE > 7O INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 1 EA CRUSHED STONE DRY WELL PIPE SLOPE =0.5% MIN. °' 4"PVC DRAIN DRAIN PIPE CONSTRUCT 6"PCC DRIVEWAY 1,365 SF PIPE 4"NDS POP-UP EMITTER CRUSHED STONE DRY WELL O CONSTRUCT SWALE 0 1% MIN. (OR APPROVED EQUIVALENT) ® 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) 11 ACCESSIBLE SPACE SE1B8AROGi° MARKINGS NTS PL PER 2013CBS SECTION 129B.4 AN FIGURE -1 T a9 POP-UP EMITTER DETAIL: PLAN PRECAST WHEEL /— ADA IDENTIFICATION SIGN NTS STOP (SEE DETAIL A) aid! 2.5' FENCE 71 ACCESS AISLE 2" 4. FF PER PLAN PAD ELEVATION PER PLAN BLUE BORDER �"'i 'i �'� PARKING u(� 2%MIN,20X PARKING 90' 8'M VAN HATCHED LINES AT v ._ 2w v G 5.5" MAX ZX M1N.ZOX MAX ONLY ON�1 INTL SYMBOL OF P IN6 SS LL 36"ON CENTER (MAX) 3 5" 3'MIN SWALE 2 MIN ACCESSIBILITY YINNIUY PER CBC SIDEYARD LENGTH PER PLAN FINE lt50 FG FG DETAIL A: WHEEL STOP SECTION AND ELEVATION TYPICAL SIDEYARD: SECTION A-A PER PLAN -,-,7 PER PLAN ADA IDENTIFICATION TYPICAL VAN ACCESSIBLE NTS NTS PARKING SIGN ADA PARKING STALL DETAIL a X PER CBC SECTION 11B-502 X NTS o j )( SWALE ® 1.07. MIN. Q� SWALE 0 .. I -. 1.07 ON. BLOCK WALL 2'MIN. 2%MIN. 27 MIN. 2'MIN. 12' FG - r 207 MAX. 20%MAX. - 3'M[N. 3'MIN. X z FF ELEV.PER PLAN A z A 611MIN.COVER PAD ELEV.PER PLAN - o I FOOTING w GFR PER PLAN w X l� DRAINAGE UNDER BLOCK WALL BLDG231 FF BLD4G� U BLDG229 '* �+ NTS i FF 1491.07 PE 1491.00 FF 1492.17 i PE 1490.40 PE 1491.50 BLDG 232 FALLOW o X� I i PE 1489.90 MODELS L®J BLDG228 GFF PER PLAN F� - - I MODEL PARKING p�NN t _ - PE 1492.00 --- — p6R GATE $x, PER P(A _ — BLOCK WALL _ 01 m N y x 1 o WESTRtDGE Fs WAYr �- Js P FG u w+ t 6'MIN.COVER FOOTING INDEX MAP20 g TYPICAL LOT DRAINAGE DRAINAGE UNDER FENCE 1'= 40' 40 20 0 40 eo 1- w NTS NTS �QO ©V 712T!!6 -GRAPHIC SCALE 1"= 40' DIG ALERT REVISIONS APPRV DATE SEAL: ESSFFzSouTH POINTE IIPIVI°-SUITE275 -I49osc CAUTION: N EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E ELEVATION: 1400.873(NGVD 2W THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR - gaysaa.o70i 9263o PRIOR TO CONSTRUCTION. 2 -" RIVERSIDE COUNTY DESIGNATION:E-14-70 g CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAx)ga9ssa.a�og PRECISE GRADING PLANS OF F DESCRIPTION:2,7 MILES NORTHEAST ALONG � %' ENGINEERING COMPANY nckeng neen ng.com UNAUTHORIZED CHANGES m RAILROAD CANYON ROAD FROM THE CALL �, BARRY J.COWAN =, CAUTION:THE ENGINEER PREPARING.THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 Orange San Diego ftvers de-San Luis Obispo-Bakenfield-Sacramento PMenu Tuaon INTERSECTION OF RAILROAD CANYON ROAD BEFORE No. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2 D - MODELS „ AND STATE HIGHWAY OA 12AN FEET �� YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS g NORTHWEST OF RAILROAD CANYON ROAD, -16 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 FILE No. o 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R s43920 DATE J) CIVIL �a m 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER elf '6 13 to SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVY DETAILS ,5 6 o TOP OF CONRETE POST E-14-70. Cal at bast 2 working days Drior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE "C46568 DATE DATE: CONSTRUCTION NOTES O FENCING PER LANDSCAPE PLANS - AZ'gNIA WAY 1 INSTALL 4"PVC DRAIN PIPE 6 0.5G MIN. 1 {}� �' � I"i� t� -- ,-» i HI"RIM 1489.26 _ O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN - DETAIL ON SHEET Z L 1. " . 1�7 INSTALL 4"ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) U 8 CONSTRUCT 6"PCC DRIVEWAY �9 CONSTRUCT SWALE 0 1%MIN. L NDSCAPETPLAN 1v�y� 1DIry o��r ( �((�� 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE � �O my Nam.' �ti GATE PER �,a . STD.NO.211 5 a0 m� M 4i�(klli� I LIIi i l[Il ii(i. �°� LANDSCAPE PLANS f t Q 4 r(TYPI 11Gi � '-',. ��•.a MQ, 11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS PER 2013 CBC SECTION 112984 AND FIGURES 11B-18A TO 11B-18CTS t490.32 / BS 1488.82 0�1 3 6.O'STEPS 34% 5� 4 (TYP) ��'1� 6.43' '461E - ^ / FS 1489.54 REOT 6.43' r.'s• 1489.91 /' TS 489.83 g�• _ BE 1489.20 ro FS 489.78 10 TS 1490.32 FL GB 5•>' 2 3.8'STEPS N r , 'Z { FG 489.30 - BS 4 FG 1491.00 89.57 RE (TYP) 4 a+ 2 4.5"R UPD FG 1491.00 1489.27 _ 11i o p / co � FL G8 FG 1489.80 GF FG 1489.90 TS 1491.21 � o DF=0.6' F= 1490, BS 1489.94 j x 57 OF=89. 3 S.WSTEPS �- ���� 8O � ' o ) gd X 1489.36 r REO'D , FL GB GFF__j 7 } - BLDG 231 o� D(2AIN THROUGH '1491.17 1490.00 / �0 9 m X I FF 1491.07 FENCETS��DETAIL p5 1491.67 6•T '^' ON SHEET 2) FG 1491.00 FL GB F9 1490.14 O TE 1490.01 DRAIN UNDER GATE PE 1490.40 FS 1491.07 FS 1491.42 \ FG 1489.50 BLDG 232 (SEE DETAIL ON SHEET 2) FS 1490.82 DRAIN THROUGH FE\C v ¢f^iJ 1p9" N PLAN 3C I ~ a� � f k� k� � FS 4§0 26IE s.z6 p:� 1 FALLOW � o\j (SEE ETAIL ON T 2) Nt BLDG 230 , 9 1' �' y O r FF 1491.67 1490.46 FS 1490.?I p2 NEXT UPSTREAM N { y PE 1489"90 X r ., X FL GB N9 . 6 ' FG 48950 GFR= n PE 1491.00 FG 1490.60 <i,,O c,1 p;L MH RIM 149121 0 1490.82 FS 1491.07 9 FG 491.20 <'+C \ DF=0.9' 10 �E ,gyp°' }f Df=0.3' GFp; FG 1490.90 FS 1490.82 PLAN 2AR FS 1491.67 / \ �a i } / 19 DF=0.6' o-Va3"STEP o 1 3SSTEP1.42 GFR;149142 DRAIN TYyRO GH ' 9p93 FG 1491.50 1489.40 ^'> ENCE(SEE bE A[L BLDG 229 DF=0& (TYP) 4 I 9 FF 1491.07 X (SN-SHEET 2) FF 1492.17 \ ,a a tE 9NIk Fs'`a�o/(TYP) 4 S. FF 1491.67 DRAIN TH EUGH PE 1491.50 0� ^dj�w 11 p`Yda X } CE(SEED TAIL ,' - H �i�I�74�1 7 i I � 5.0' _ FG 490.30 FEN 1 ON SH T 2) PLAN 16/ o\. FG 1491.50 �%} p 50' 9 OF 0.1' FG 490.40 7. FG 1491.00 R`9gg0 FS 1492.17 1 OF-0.0' 0 r FG 1491.00 �.�� 9 TS 1492.4 89 FS 1491.92 10,0, iVJ FG 1489.90 0 4.8' 7.0, 8S 1490.84 OF 0'// } 63, 2 8.0'STEPS FS 491.82 1490.48 '�• REOT 52 ' 1'44'E 1 = �- 1.0' o TG 1490.66 , \� 1489.8i 4.0' _ �� r „"� 7 / FS 490.67 k 3.1T F 4 (TYP) FL 1�1% � �.��� „q 1490.70-�- M k p._qD= FF 1492.17 p, '°- 1.07 FG 490.40 FL HP �� DF DRAIN THROUGH, 1490.68 10 FG 1489.90 1 �___ X 1 you FG 49L50 \`` p - FENCE(SEE DE TA FL �7i o FS 490.80 S62y. E FG 1490.40 1490.10 r Y / ON SHEET ) FS 1490.74 4j o FL HP 1489.89 0, -�. / FG 491.30 FS 1490.90 ..�_ FG 1490.40 ( FL (TYP) 4 1490.48 gF �� OF=0.2' 4 _ 23'39" FG 1490.40 f FG 149t00 FL k �� ��.FG 491.40 S S65.5796aE -- _ 7 0 .2 •� 3T13'W FG 1491.50 r 1490.99 OF=O.Y 0' FG 1491.50 4 (TYP) a'g'S7, LL "_`---_- 4 (TYP) '.�.. FG 1491.00 G 1491.00 f o F / \ FL z �(188,00, 2.88' N82I3' _ - ... _.__... __ d'S3 ~�\� 9 c r .,.._.._. A-21'07'22° �.,,.... ` -,. .R-'97..00.�0'SJ" d.g7, y 149L20=�\ CIO' FL HP Wp ` - --- �� � ��' •00, 4 (TYP) k / i 4 1 `.. r✓=="- - _" �7 FG 1491.50 1490.99 / - �� i FIL k 4 (TYP) DG 228 Q' p�i� iTNi `y f MODEL PARKING � FG 1491.50 FC 1492.00 PE 1492.00 - = l 4 -(TYP) FG 1492.00 i 0 S 1, ' �µ Qn 10 5 6 10 20 30 oU gJA15 DV 7/27/l6 '' GRAPHIC SCALE 1"= 10' m a BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTS DRNE-SUITE 275 ,I-+a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH FORE ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR it a9sea.moi CA 9z63o PRIOR TO CONSTRUCTION. 3 RIVERSIDE COUNTY DESIGNATION:E-14-70 x CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949seB.mo9 - PRECISE GRADING PLANS o.cr DESCRIPTION:2.7 MILES NORTHEAST ALONG o ff. UNAUTHORIZED CHANGES, OF i^ m r- RAILROAD CANYON ROAD FROM THE y. ENGINEERING COMPANY rickengmeering.com INTERSECTION OF RAILROAD CANYON ROAD CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 F' Orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramento-Phoenlz-Tucson �mf BEFORE °' 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ AND STATE HIGHWAY 71,122.0 FEET ';;;� Na. PA 2 D - MODEL S YOU DIG! a S NORTHWEST OF RAILROAD CANYON ROAD, D`� ! ♦ a, PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 1S Z-(Ei BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-22'7-2600 BRAD FAGRELL,R '43920 DATE J} CIVIL N! D CITY ENGINEER 4Tf _ 7� SCALE: SHEET SPECIFIC ., MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAMY - /�Zm/L MODE! PRECISE GRADING o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE•C46568 DATE DATE: EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES All erosion control plans shall be in accordance with City of Lace 1. The developer and his contractor are responsible for 12 TACKIFIER 19,766 SF Elsinore Ordinance Nos. 802. 882. 772, 1258, 529, 1004, construction implementation and maintenance of the SWPPP-approved, -w--a- 13 SILT FENCE PER DETAIL ON SHEET 4 656 LF site Best Management Practices (BMWs) and standards outlined within pre-quo I I f I ad BMP's from the CaIIfornIa Storm water Quality the Lake Elsinore Design Manual. No grading permit shall be issued - Association (CASQA) handbook/websits for construction to c0000cx= 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 on 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 or to protect adjoining public and private mulching of straw, gravel-bagging, diversion ditches, retention property from damage from erosion, flooding or 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 and/or onto adjacent properties during ANY phase of construction operations. 1. All erosion control plans shall be in accordance with City of - - Lake Elsinore Ordinance Nos. 529, 772, 802, 882, 1004. 1258, 2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept - construction site Best Management Practices (BMP's), and standards on-site and made available upon request of a representative of outlined within the Lake Elsinore Design Manual the Regional Water Quality Control Board (RWOCB) -Santa Ana Region and/or the City of Lake Elsinore. f 2. The developer/contractor is responsible for any discharges by subcontractors. 3. Construction sites shall be maintained in such a condition that SILT FABRIC f L� an anticipated storm does not carry wastes or pollutants off the I 3. In case of emergency, call Robert Skands (responsible person) site. Discharges of material other than storm water (non-storm 2'To.5' at (951) 545-9858 (24-hour phone number). water) are prohibited except as authorized by an individual 2"X2"STAKETOE OF SLOPE NPDES permit under the statewide General Permit-Construction 4. Devices to reduce erosion damage shall not be placed moved or Activity. modified without the approval of the Director of Public Works or. in an emergency, by the person responsible for grading 4. Potential pollutants include but are not limited to: solid on operations. liquid chemical spills; wastes from paints, stains, sealants. solvents, detergents, glues, lime, pesticides. herbicides. a BLDG 232 12 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives, and asbestos fibers, point ^�-- „ `�- -._.-�'' r FALLOW portion of the site that is necessary for construction. The flakes or stucco fragments; fuels. oils lubricants, and - ,-•� PE 1489.90 construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids; concrete and related 6'9(6"TRENCH WITH lam,/ BLDG 231 of disturbed soil areas through phasing and scheduling of cutting or curing residues; floatable wastes; wastes from io 14 .07 \ ' grading and the use of temporary and permanent soil engine/equipment steam cleaning or chemical degreasing; wastes TAMPED BACKFILL FF 1491 f stabiiizattOn. from street cleaning; and super-chlorinated potable water from ,PE 1490.40. BLDG 230 ``. line flushing and testing. During construction, disposal of such ,1 ---- 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a specified and controlled temporary , FF 1491.67 (10) feet in height (temporary or permanent) shall be stabilized area on-site physically separated from potential storm water •-` PE 1491.00 if they will not be worked within 7 days. During the storm season, runoff, with ultimate disposal in accordance with local, state ,.,. "•.,,, 13 "' _-- ry\•, all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. TYPICAL SECTION SILT FENCE (CASCA SE-1) -��� b -...,. BLDG 229 \, , storm event. Construction sites shall be revegetated as early as - \ �F 1 FF 1492.17 feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shall be contained at .,, "� construction site and must not be discharged to receiving waters NO SCALE =� �A�y�^--_.„� : PE 149150 7. Fill slopes at the tract perimeter must drain away from the top on the local storm drain system.``.,. of the slope at the conclusion of each working day. \ t • `` ' 12 ( E� �'�, 6. Appropriate BMPs for construction-related materials. wastes, 8. The contractor shall be responsible and have signs posted on the spills or residues shall be implemented to eliminate or reduce - :%'"" ' I �' E BLDG 228 an site to warn against public trespass into areas where water is transport from the site to streets, drainage facilities, or " - MODEL PARKING r a Impounded. adjoining properties by wind on runoff. / �'"�, ''•. PE 1492.00 -� 9. Dust shall be controlled by watering or other methods approved 7. Material storage and staging areas shall be established. Fuel by the City Engineer. fork, portable toilets, liquids, gels and powders shall have secondary containment and be stored away from all private/ /f _73 10.Placement of devices to reduce erosion damage.within the public storm water conveyance systems, sidewalks, rights-of-ways 5' 30 5' development shall be shown.an the approved plan. and flow-lines. 11.Desilting facilities at all drainage inlets for the graded site B. All portable mixers shall have plastic liners underneath with f r shall be designed for a twenty-five (25) year, six (6) hour storm gravel.bags places on the downhill side of the liners to !!! f intensity. They must be detailed on the plans. Design and contain discharges. 2 BAGS \ - specific recommendations shall be submitted for the following: HIGH a) Desilting basin volume based on gradient and nature of soils. 9• Controlled street washing will only be allowed prior to the application of asphalt seal coats and only when all pertinent \ b) The extent of all graded areas and identification of any drainage inlets are protected. - 6' 6' - temporary soil stabilization measures. 1O.All construction contactors and subcontractor personnel are to WEIR WEIR be made aware of the required BMPs and good housekeeping measures c) Size of desilting basin outlet pipe and overflow. for the project site and any associated construction stagingCIE d) Dike requirements. Show minimum wall width, slope of walls. areas. D percent compaction, etc. 11.Discharging contaminated groundwater produced by dewatering e) Outlet conditions from the desilting basin shall not exceed groundwater that has infiltrated into the construction site is prohibited. Discharging non-contaminated groundwater produced by 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 times the moximm Discharge Elimination System(NPDES) permit from the Regional design flow. Water Quality Control Board. 12.Necessary materials shall be available on-site and at convenient 12.Storm water runoff shall not be directed over any slopes without STREET INLETS - - locations to facilitate rapid construction of temporary devices permanent down drains installed. Erosion and sediment controls NO SCALE or to repair any damaged erosion control measures when a 50% Including maintenance are required on all exposed slopes Until 40 20 0 40 80 120 chance or greater of rain within a 48 hour period is forecast sufficient permanent landscaping has been established. 100% - iiiiiia for Lake-Elsinore by the National Oceanic and Atmospheric Agency slope protection must be in place prior to the issuance of the - GRAPHIC SCALE 1"= 40' (NOAA). final certificate of occupancy. 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 to place at initiated during the wet season on any sites which are not the end of each working day when the five (5) day rain probability adequately protected with desilting basins or other temporary GRAVEL FILLED 00 forecast exceeds fifty percent (50%). drainage or control measures. BURLAP BAGS - 3 HIGH UNLESS 14.After a rainstorm, all project generated silt and debris shall 14.Stockpiles of soil shall be properly secured with 8MP's to OTHERWISE NOTED be removed from check berms, onsits public drains and pipes, eliminate or reduce sediment transport from the site to streets. 0 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. Failure 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) as required NOTE:TOP ELEVATIONS OF GRAVELBAGS 16.Construction access points shall be stabilized with a based on site Risk Level or as mandated by the Santa Ana Regional SHALL BE EQUAL TO ADJACENT combination of rock and shaker plates year-road to prevent Board NPDES Permit, General Permit-Construction Activates. TOP OFCURB ELEVATION _ track-out. Routine street sweeping shall be performed on ail 16.At the end of each day of construction activity, all construction 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 or recycle bins. NO SCALE 17.This site has obtained a National Pollution Prevention Elimination System(NPDES) permit to regulate municipal and industrial storm water discharges. NPDES WDID v):8-33C362205 DATE WDID ISSUED: 10/10/2011 a The undersigned civil engineer, a qualified OSP and/or OSD will 18.review placement of erosion control and insure that work Is in accordance with the approved plans. - om -_ (Signature)TLicense No.)(Exp)(Date) 3� g 0 a 4A6 16V 7/27/9 � 1 DIG ALE RT ua9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK:R K REVISIONS APPRV DATE THESE PLANS HAVE BEEN.REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a a` ESSI LAKE FOREST,CA 92630 - ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'4Z 949.588.0707 PRIOR TO CONSTRUCTION. 4 - RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. Kr, IFAx)949saa.o7o9 UNAUTHORIZED CHANGES PRECISE GRADING PLANS OF a+°„ DESCRIPTION:2.7 MILES NORTHEAST ALONG o „'�, ENGINEERING COMPANY rkke ngm...ng.<om RAILROAD CANYON ROAD FROM THE CALI, a; BARRY J.COW'AN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 Orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sa engo-Phoenix-Tuaon m INTERSECTION OF RAILROAD CANYON ROAD BEFORE �. 46568 s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2 D - MODELS AND STATE HIGHWAY 71,122.0 FEET u, YOU DIG' * * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6 NORTHWEST OF RAILROAD CANYON ROAD, 5-2-14, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 FILE NO. 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R w43920 DATE Jj CIVIL �p m m s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 4Jf. �� � S�?qi SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAD """' -�� MODEL EROSION CONTROL may( 0 6.1 TOP OF CONRETE POST E-14-70. Cap at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN, DATE DATE: