HomeMy WebLinkAboutTR 36115 & TR 36116-1 PGP AND DRAINAGE GENERAL NOTES f
1.ALL WORK SHALL BE DONE INACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72AND
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(UB.C.),APPENDIX CHAPTER 33. PRECISE, TRACT 3t 115NGINRrS NOTICE TRACT36115-
2APERMITSHALLBE OBTAINED FROM THE ENGINEERING DEPARTMENT CITYOFLAKEELSINORE,PRIORTOANYOPERATIONS GRADING
PLANS TmRNE
3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES AND USA ALERT(1-8004224133) LAKE
c I c c 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLEAND COMPLETE
48 HOURS PRIOR TO GRADING. C LJ I�O�C THIS RESPT QUT ION,I T SHALL APPF SITE ET YO NDI FNUOUS SO ND NONS DURING THE DBE LIERT Y.URSE OF HUA
4. THE CONTRACTOR SHALLNOTIFYTHECITYENGINEERINGDEPARTMENTATLEAST24HOURSINADVANOEOFBEGINNINGGRADINGOPERATIONS. CONSTRUCTION,INCLUDINGSAFETYOFALLPERSONS AND PROPERTY. C HILLS
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL,UNLESS OTHERWISEAPPROVED,AND SHALL BE SHOWN ON THE PLAN. TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY A T 6 1
PHASE 5
AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANYAND ALL
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO l VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF
ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. WORK ON THIS PROJECT EXCEPTING FOR LIABILITYARISING FROM THE ` u -----
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITYAS DETERMINED BY THE MODIFIED FIVE-LAYER ASTM D4557-02 SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. {
TESTMETHQD.9. FILL AREAS SHALL BE CLEANED OFALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND TRACT 36115 LOTS 117- 150 2.ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON O ,-
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED TRACT 36116 1 L 0 TS 253 254 & 258 266 EXTENT THE OWNER,HEREON,
AGREES
THESE PLANS OR PROCEEDING WITH 1'
BY THE SOILS ENGINEER. - THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE
11. FINISH GRADE SHALL BE SLOPED AWAY FROMALL EXTERIOR WALLS AT NOT LESS THAN 1/2INCH PER FOOT FOR A MINIMUM ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE TOWNSHIP 6 SOUTH
OF FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED L OCA TION MAP RANGE: 3 WEST
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10 FEET,AND 2%IF SHEET INDEX ABBREVIATIONS ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED SCALE. 1"=2000' SECTION: 8 NORTHWEST,
CUT OR FILL IS GREATER THAN 10 FEET.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. SHEET T C. TOP OF CURB F.F. FINISH FLOOR ELEV. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN LEGEND:
13. PROVIDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OFALL FILL SLOPES OVER 5 FEET HIGH. N0. DESCRIPTION AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S
T.G. TOPOFGRATE G.F.F. GARAGE FINISH FLOOR RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CURB AND GUTTER
14. PROVIDEA BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. 1 TITLE SHEET,NOTES R.G. ROUGH GRADE D.F. DEEPENED FOOTING CONCERNED BEFORE STARTING WORK.
15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2 DETAILS&SECTIONS ---- RIGHT OF WAY
3-7 PRECISE GRADING PLAN SHEET G.B. GRADE BREAK B.V.C. BEGIN VERTICAL CURVE ---- PROPERTY LINE
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 8 EROSION CONTROL PLAN F.G. FINISH GRADE E.V.C. END VERTICAL CURVE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. - - EASEMENT LINE
O INDICATES SHEET NUMBER ALL BY THE CHANGES TO
THESE OF THESE PLANS MUST
BE IN WRITING AND MUST BE APPROVED
17. GRADING CERTIFICA TION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER 3 F.S. FINISH SURFACE P.1. POINT OF INTERSECTION PROPOSED SLOPE
SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. F.L. FLOWLINE ELEV. E.P. EDGE OF PAVEMENT
18. THE SOILS ENGINEERING REPORTS DATED MARCH 4 2014 FEBRUARY2 2014&JUNE 16 1015 PREPARED BYALTA CALIFORNIA PHASE 5:8.3 ACRES 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 605 FINISH CONTOUR ELEV,
GEOTECHNICAL,INC.SHALL BE CONSID E IN COMPLIANCE. INV. INVERT OF DP41N L. LENGTH CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR --_- LIMITS OF PAD
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PRECISE GRADING P. PAD ELEVATION N-T-S. NOT TO SCALE TO BIDDING FOR CONSTRUCTION.
2250 Cy
INTERCEPTOR DRAIN
SHALL BE GIVEN.FAN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE(WITH IS RESPECT TO MEAN SEA LEVEL) 2 NOTE:ELEVATIONS ARE TRUNCATED BY 1000 r W WATER MAIN
REQUIRED,THE ACTUAL DISTANCE ABOVE THEADJACENT GROUND SHALL BEGIVEN. SEWER MAIN
20,ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OFANY TRACT BOUNDARY
CONSTRUCTION/GRADING. MK" DRAINAGE SWALE
" ' "`,,; ,• t ,,. .� ,e4 � <� 100.0 H.P.
21. STABILITY CALCULATIONS WITHA SAFETY FACTOR OFAT LEAST 1.5 SHALL BE SUBMITTED BYA SOILS ENGINEER TO THE BUILDING \ ,;/ ("��-� 100 B �8 ns ue l- HIGH POINT OF SWALE
AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. \ e0 °A OTING
\,�/// zer oe ,m ,°° l\
22.A FINAL CUMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT DEEPENED L
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO 9 BLOCK WALL
�jtla e4 ®FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BYA REGISTERED SOILS ENGINEER PRIOR TO (PER SEPARATE PERMIT)
zBD z ,. e % 4�'""'�� 16
PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. TUBUL~" nz 50- u o - EEL FENCE
2>0 / ''; , ' "- 1/ 6'
` Y
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: zez j °D _ ee \
18 '� --. -.•- PHASE LINE
STEEL E
A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OFALLUVIAL,COLLUVIAL,AND
TERRACED AREAS AND ANY SUBSTRUCTURES. BLOCK WALL WITH GATE
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION,BENCHING,AND FILLING OPERATIONS. TRACT36116- ze �S '4 e \ kp� \, ° +` TRACTBOUNDARY
Cr" 141
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. �B zee I ��c �8 I m \ 4 B v� ❑ o- F HEIGHT VINYL FENCE
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION zC �° ¶
�.. TANSY-COURT � N w
25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, zee zao es POST-TENSION SLAB
AT 12INCHES ON CENTER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED ° �" e4 T
WITH APPROVED TREES,SHRUBS OR COMBINATION THEROF- SHRUBS SHALL BE PLANTED AT 10 FEET ON CENTER,TREES AT / `e z47 j l-a zza ° zre ,> PORTLAND CEMENT
20 FEET ON CENTER,COMBINATIONS 15 FEET ON CENTER. SLOPES OVER 3 FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT s V �a ® CONCRETE(PCC)
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.
,!
26.APPROVED PROTECTIVE MEASURES AND TEMPORARYDRAINAGEPROVLSIONS MUST BE USED TO PROTECT �2=0 ,ze` +r _ GRAPHIC SCALE
ADJOINING PROPERTIES DURING THE GRADING PROJECT. 150 0 75 150 306 AC PAVEMENT
27 APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON ;• z z % `, zn zn \ -__ -�
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. `•.� '� zz 1 ;
PROPOSED SPOT ELEVATION
28.ALL WORK SHALL CONFORM TO THE CITYAND STATE CONSTRUCTION SAFETY ORDERS. ( ;, uw' 1O x (IN FEET) Fg
29. THE LOCATION AND PROTECTION OFALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE `o 4 SCALE.1"=f50'
zm .a„ � �119 STREETLIGHT
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION \ wa ivy/ 2.37 STREET GRADE
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS WATER METER
OF(3)FEET VERTICAL HEIGHT WITHIN(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL ® AIR CONDITIONER
BE INACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THEAPPROVAL OF FINAL INSPECTION. LEGAL DESCRIPTION
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY LOT SS,AND A PORTION OF LOTS 409 AND 410 OF TRACT NO.30493-1,IN THE CITY OF LAKE Q ELECTRIC TRANSFORMER
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM ELSINORE,FILED DECEMBER 23,2004 IN BOOK 370 OF MAPS,AT PAGES 62 THROUGH 72, A-N HANDICAP RAMP
HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. INCLUSIVE,AS INST.NO.2004-1018485,O.R.;TOGETHER WITH,A PORTION OF LOT 439 OF TRACT
34. THE DESIGN ENGINEER SHALL PROVIDEA MINIMUM OF ONE BLUE TOPPER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. NO.30494-1 IN THE CITY OF LAKE ELSINORE,FILED DECEMBER 21,20061N BOOK 414 OF MAPS,AT d CURB INLET CATCH BASIN
SOILS ENGINEER PAGES 11 THROUGH25,INCLUSIVE,AS INST.N0.2006-0932498,O.R.,TOGETHER WITH LOTS384 FIRE HYDRANT
BEGINNING OPERATION NOVEMBER,2015 OWNEWEVELOPER
35.APPROXIMATE DATE OF THROUGH 390,INCLUSIVE,AND A PORTION OF LOTS'JJ"AND"AAA"OF TRACT N0.30494-71N THE
ALTA CALIFORNIA GEOTECHNICAL,INC.
COMPLETION:JANUARY,2016 16870 WEST BERNARDO DRIVE,SUITE 445 PARDEE Homes CITY OF LAKEELSINORE,FILED OCTOBER24,2007IN BOOK 426OF MAPS,AT PAGES ITHROUGH EXISTING SLOPE
SAN DIEGO, CA 92127 2120 Park Place Ste 120 5,INCLUSIVE,AS INST.NO.2007-0654771,O.R.,ALL OF THEABOVE,ON FILE IN THE OFFICE OF THE
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED TELEPHONE.(858)674-6636 EI Segundo CA 90245 COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. B V BACKFLOW VALVE
IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND TELEPHONE:310-955-3100 TOPOGRAPHIC STATEMENT
DISPOSAL METHODS ARE SPECIFICALLYAPPROVED BY THE SOILS ENGINEER. PREPARED BY:MAYERS&ASSOCIATES,INC. BASIS OF BEARINGS: ARCHITECTURAL
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFOREAPPROVAL. SOILS ENGINEERS CERTIFICATE GERALD R.ANDERSON,LS 4400 THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF ENHANCEMENTS
THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND DATE.'JULY2007 SECTION 7,AS PER TRACT 30493-1,M.B.370162-72,N 89°52'04"W. - TOP TOE
38. GRADING PERMIT SHALLNOTBEISSUEDUNTILALLRETAININGWALLSAREAPPROVEDBYTHEBUILDINGDEPARTMENT. TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS NOTIFICATIONS UNDERGROUND SERVICE ALERT
39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED NOTE:THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES oRt w
MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. FO THIS DEVELOP ENT. FORTY-EIGHT(48)HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: ��F Yoe CallToll FREE
� ' ,Np1NE oQRpFEBa+pwq CITY OF GENERALAKE TELEPHONEE 1-800-422-4133 a �0 1-8004224133 w
NPDES WDID# 833C362205 DATE PERMIT ISSUED: 10/10/2011 FKt1T 2857 7-(o-lS �° s e p,z ° o c
at' "q`o � ;v R9,ec ELSINORE VALLEYMUNICIPAL WATER DISTRICT 1-909-674-3146 TWO WORKING DAYS v
SC A.GRAY (RGENO.) (Date) _ - SOUTHERN CALIFORNIA GAS COMPANY 1-800427--2200 BEFORE YOU DIG y
40. DRAINAGE EASMENTS WILL BE KEPT CLEAR OFALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN w No.CEG 2080 N h N0 2e57 SOUTHERN CALIFORNIA EDITON COMPANY 1800 684-8123
EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. JG/� ItJIS o 4�•�,6 P 12-bl-fS. A UNDERGROUNDIA ONE CABLE N 1-800-422 133 •1a bv�:aembeermnw Tt n ceerer o rmore R
2080 + + rAUTIOrolym bVMatftUAC-www owmesw l
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THOMASJ M ART (CEGNO.) (Date)
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ACCEPTABLEANOAPERMITMAYBE ISSUED. YERS SL ASSOCIATES � aP°'M"�FRs`mc SCALE: BENCHMARK m
AS-BUILT 7/20/22 � TRACT N0.36115&36116-1
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7 PLANNING•ENGINEERING•SURVEYING No.38474 PER PLAN RIVERSIDE COUNTYDESNORTIONE-1 LO
PREPARED BY.' 2 a DESCRIPTION.'2.7MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE &258-266
DATE., INTERSECTION OF RAILROAD CANYONROADAND STATE H/GHWAY71,1220 FEET PRECISE GRADING AND FILE No. .
KEN RUKAVINA R.C.E.N0.42866 DATE //11 -w1 m r NORTHWESTOF RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST OFPOWER POLE
INTER/MCITYENGINEER AI.W,J�/Qq/GVt_ / IS rgrF From o� #1853732E 1.0 FEETNORTHEASTOFA MARKER POST,A BRASS OISKSETIN z�
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CONSTRUCTION NOTES QUANTITIES
0— CONSTRUCT 4"PCC DRIVEWAYAPPROACH 45 EA
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117
OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE 56 EA
RESIDENTIAL 12"MIN 30'MAX. t9� a �
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PARKWAY DETAIL NOTES., DE 4'IL1
N. 1.ALL CONSTRUCTION SHALL BE CLASS 3"CONCRETE.
2 20'OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN AANY ONE PROPERTY FRONTAGE.
3r MIN 9.CUSE 6 MIL ONSIDERATIONSARE REQUIRED,SESTIC SHEETING WHEN E UTTING SOIL HAS A HIGH SULFA TE CONTENT,SPECIAL
S ECIFICA77ONS(SECTION 16.04).
4.CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE D IVEWAYSO THAT IT PROVIDES
SMOOTH VEHICLEACCESS OVER THEDRIVEAPPROACH. ANY BUILDING NEXT TO PUBLIC NATURAL
Slp��
OPEN SPACE OR ANOTHER PLANNING AREA,
7275 n/MIN. '� THE MINIMUM REAR SETBACK SHALL BE 20'
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20%MAX o PAD
-6" Lc3
VARIES MIN a DEEPENED FOOTING I5 5' 5'
1 DRIVEWAYAPPROACHDETA/L
DEEPENED FOOTING DETAIL NOT TO SCALE PLAN 1-66'6"
RESIDENTIAL DRIVEWAY PLAN 1 S-69'11 112"
"DEEPENED FOOTING REQUIRED TO MAINTAIN 6"MIN WITH SIDEWALKAT CURB PLAN2&2X-53'
DIFFERANCE BETWEEN FLOWUNEAND BOTTOM OFFOOTING ADA COMPLIANT PLAN 3-54'
CITY OF LAKE ELSINORE STANDARD NO.117 PLAN 4-59'3112'
(MODIFIED) PLAN 4X-60'9112'
_ ��P rollam' R 51 36r 35rT AC&TRASH PAD
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PLANNING•ENGINEERING•SURVEYING w m PER PLAN RIVERSIDE COUNTYDESIGNATION E-14-70 p OF SHEETS
s z DESCRIPTION..27MILES NORTHEASTALONG RAILROAD CANYON ROAD FROM THE DETAILS C4c SECTIONS
PREPARED BY., DATE, INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71,122.0 FEET
KEN RUKAVINA R.C.E.D.42866 DATE //1� II �1,A 19 orva 2r NORTHWEST OF RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE PRECISE GRADING AND FnENo. �s
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Dxy.Revision Date:.0710112015 BY..TCM PLOTDATE 07100015 P.WM194.21 TTM36115A Ph7-Pardw HomesiGradmgAvciwiPA26AIPhese 1-701-9Ambedea/arMM801SH702dxg _
t\\ LOT 156
\\ PAD=533,1- Syr / 540
\\ LOT 155
\ PAD=534§
LOT 154
\ PAD=536.0 r \ \
LOT 153 r-.. 54A0 r
PAD=537.4
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F \�
PLAN2RB 120 13+23.64 16'
� ��r��f � 2 A .�'. n,.�2. F 1 �2• r \. A A� FF 545.173/ ? 9 5
A f 2 I
141 14+66.46 17.25
4` Gg
c�T F 5��G0 � •:.� / .� fs � 2>. :• •03� -� F� i I j i 142 N8°5577W 23'
/ l� 1 LOT 117 `.>p2'Gg tit.` 's•• .'` 1g3 FS 1 1 k 1' //� - / 1 -`�. ,9p y^,0 33.46' I
/ � � 143 N61.51 b7"W 16.5'
PLAN2RA . � 1 �/ ^ ( f
\ FF= 544.d7 3 \ E FSolo` OF' i 4s �1:g OZ LOT 143 I 144&145 S44 48'10"W 32
\ 3 PAD=543.8 y 06 . b / �yo° "�'S°.OF 4 yp59 0 PLAN 4XD 24.86' I I 146 N19 2137°W 16.5'
11 OF' T '0�F 10 K 201 \ ti3 PAD .547.3
\\ 3 0 � ��.'� QS 1 //// 1 Cj 5pA• ?. ��- . 3 OOF PAD=547.3 9 r I I ` I 147 11+65.93 16'
\ \ F 5A'Gg ti• r
1 0 �� F\' `���• 39w0 � 148 12+87.58 16'
0.
P�N4RB8 �1,C0 �psgo�0 F Fg �P � ���.°0. , \� 6 0 149 12+57.t70 16'
_ ? 2 �� 45.26' j I �S
\ A 0 FF= 544.47 '• �\ t 150 12+05.69 16.75'
�\ ��t\Q 31• °OF• PAD=543.8 ��` 0 y3 / rr �ry�' ��' F\ 3 j
\ 30 •" <' , r �_.•.� s3 �a. � LOT 142
1 1 Gg o \ w 51 PLAN2RB 5 5pg• ! I 1 0! 5A✓' °2F 1 �119 FF= 547.57 0$ F\ ! I I
4 0' OT �� ryn,• 0.. PAD=546.9 OF• 2 vys ! I
FF= •/
02 PAD=544.31 0• \ \ a5 ,�, /r � 2 �Z 5 - �
3j
\ 1ry. �\. °�� 20F 0 Op .�' • 1Q`� s � , " .� 9 02 "� � ye, / 1 \ \•\
FAG LOT 141
\ 5A39 Q 5A3' ° f• yA35 g °�° .°\ PLAN 34 0.j
2 ' 3
LOT 120 FAG .k0• o�o. \ \ FF= 546.77 �! P j \
\ s PAD=546.1
\ \\ PLAN ISRA s�i oG 02F 0n'
OF 2 FF= 545.47 L9 '$ vy b F 0 3
PAD=544.8
CONSTRUCTION NOTES
s O CONSTRUCT4'PCCDRIVEWAYAPPROACH GRAPHIC SCALE
AND 4'PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD.117 20 0 10 20 40 W
;a2 OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE a
(N FEET)
SEE SHEET 4
�- FENCE OPENING scALE:r=zO• �
APN#358-110-021,358-120-003&358-110-013 WDID#833C362205 z
THESEPLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRI47F 1Lake Forest,CA 9263 Pointe300 •Swrti bog SQL CITY OF LAKE ELSINORE SHEET 3
MARK REVISIONS BY APPR. DATE CONDITIONS OFOEVELOPMENTAND70R CITYAND STATE LAWSAND HAVEBEEN FOUND (949)599-0870 QaoFE$s g
ACCEPTABLEANDAPERMITMAYBEISSUED. (949)599-0880 Fax ,moo off.MAyloN e - 5
YERS&ASSOCIATES �� o� Rs 4sa SCALE: BENCHMARK.' o
m ELEVATION:1400.873 DATE.,197o TRACT NO. 36115&36116-1 8
JJ PREPARED BY.' Civil Engineering,ring,Inc. � No.38474 m PER PLAN RIVERSIDE COUNTY DESIGNATION:E-14-70 OF SHEETS
7-23�/r PLANNING•ENGINEERING•SURVEYING p DESCRIPTION.,2.7 MILES NORTHEASTALRG RAILROAD CANYON ROAD FROM THE LOTS: 117-120, & 141-150
KEN RUKAVINA R.C.E.NO.428M DATE sr civa AP DATE NORTTHWESTOINTERSECTIONFR41 ROAD CANYON ROAD,6,0 FEET SOUTHWEST POLE FILE No.
�I PRECISE GRADING AND
INTERIMCITYENGINEER ^,0�_ ie.�cu.,<.. 7 15 4rFOFCA��a°e 6�15�15 THOPOFCONCRETEPO.STE-1470. �RPOST,ABRASSDISKSETIN DRAINAGE PLAN
CTTYRLAKE ELSINORE DRU J.MAYERS "RGENo.38474 DATE
Dwg.Revision Date:0710112015 BY,TCM PLOTDATB 0710112015 - RM0194.21 TTM36115A Ph 7-Pardee HomeslGradingWreciselP428AIPhase 1-7to 1.9Ambedeafand MBOISHT03.7d%V
R\ \ SEE SHEET 3
C
lV��
!! 0
°°g.,;�,�... � � a', .,•��aq�� LOT 140
9
\� 1 PLAN2RC
3 F\ A\ \ f FF= 547.37
G 3 PAD=546.7 U F °F• F\. ��CC p`� ^. \
LOT 121 01
./ `c?.0
3
�LAN54587 0•�•\":�. 5A��9 � G o�LOT 139
PAD=5452 .°�.
5 Of. 3 G$. �' •0 °I^\$.`. f R\d ` SgAs .. . 1� �. B 05 f FAD 547.87
5RI 0' f OF f• g� '' 1 \e' i ^�. 0�1'. ° PADZ72 LOT 138 00v
F� °° o• 5 �� °s � ti���e ° P•
OF• 2 SI�Ge ` Qti'� , F 54A' /o .aP .KGB PLAN ISRA
FF=548.27
I
PAD=547.6 2 °F• \\
\ \\ \\ �o.� 5� o•F 5�'G ���� ` F 5�" �. � � G,c 5a G8 3 p2 0� 1 �\ \.l
�\ � � \\\ e � 2 0•'LOT 122 F\, �� � s 1 nor �_• -�,�,j � 3 og. o °g. �,1
PLAN 4XRC
\\ \\ \\ F\'a n�• F FF= 546.37 °'rv6!1� s > gAAs � .�� `� ::post FAG$ yQ6'Ge F• LOT 137
�\ \\ �\ \ °• PAD=545.7 6 V\ p1 Sx� >>. ryp.. 0: 'ti•M FF� F� 5 PCAN548.47
\\\\ \\ \\ \ y� q• yA6Q ' �G9 6 ''' f a' $ S� .dry"O °6F. �OGB PAD=547.8 0. i9 \
\\ \\ \\ f o2 3 Aga ' ° DRIVEWAYS
LOT# CL STATION WIDTH
\ \\ \\ �\\��53 ° LOT 123 oF• e .. �J �`'' 1 > . •a ti' ��� °. / F 1Z 121 13+62.22 16'
\\. 6 c�AS• PAD=546.1 °' 0� 1 \S A( � � �� ,��S`'b f!:' 2 �\� 122 14+15.86 16.25'
°LOT 136 \ 123 14+44.82 16.25'.
PLAN3D °�F � \ 124 14+94.53 16.25'
\\ \ ,y. °1� �G0 1 G Ua >> r ��� >s�b 5A`'S 1 .. eb OF• FF= 546..77 0 A 125 15+26.82 23.5'
126 17+29.28 n.75'
134 17+00.44 1T
\�\\\\\.\ \ 0• 'e �� PAD 5465 3 G 5 �9�p,' \ \.4 0'0 �; +
w 135 16+78.71 16.25'
5 1
\\\\\ \\ \ g OZ 66 °OF , �. �\\\ \ k. 27.3' I , 136 16+64.10 15.25'
\\ \ °� / FAG ,\ \ 2• 0� 16 v 'I 1 137 16+41.83 225'
\\\\ \ \\ ` 5p5a s P�N4C25 2 >s 1 ` 15 2459` T 9 3 LOT 135 of � 1
PLAN 4RA 138 15+96.40 16.5'
$' yA0 G8 9 i
°IJF PAD 548.3 511P t 139 15+65.57 16.25'
\�\ \ \ 'ih' 36 OF' °• � �'/ ��\\ i F 1 �I :� ° �1 GB 6 _ ;� t 140 15+01J3 1625'
LO\\\\ \\ \� � �QF. vy��9�, SRa� \ \ + �' I 0 M� f3?f� ,. F• F 1 - 0 5A' I
\ \ \\ ( 50°' 1 °Zrr• PLAN2126 °1 1.• `. \ c FS / 00 °�� 0 ��. I 1
FF=54Y 47
LOT 13 327s �I I
a PLAN2RC 0$ 1
299' FF= 549.47 OF' I( ' r
PAD=546.8 1( ' ( 1
�\ B. 'l- ...1 1 =fig• � . �1 A I;
�,• \ \\`\ r i 2p // �.�a 'OOF �GO yb6'�p J j
\\ i� i ? ' _"�' �no.2s. � . . 2 °�P OAF• �� /
\ \\ t 1 SEE SHEET 5
' to
CONSTRUCTION NOTES W
O1 CONSTRUCT 4"PCC DRIVEWAYAPPROACH GRAPHIC SCALE
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD.117 20 0 10 20 40 1
2 - OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE a
(IN FEET) `b
O3 FENCE OPENING SCALE.,1'=i0'
APN#358-110-021,358-120-003&358-110-013 WD/D#833C362205
z
WITH
19 a Fore t,Pointe Drive•Suite 609 SEALTHESE PLANS HA VE R
MARK REVISIONS BY APPR. DATE COND177ONSOFDEVELOOPMRENTAND/ORCID FOR�D�TELAWSANDH4VEBBEENFOUND- L�eForest,CA92630 ° CITY OF LAKE ELSINORE SHEET 4 B
(949)599-0870- QOFEssr
22 AOEPTABLEANDAPERMITMAYBEISSUED. (949)599-0880 1- �oQJ,.MAy e
AS-BUILT 7/2
YERS&ASSOCIATES F�pQ qs FZO SCALE BENCHMARK O
ELEVATION:1400.873 DATE.,1970 TRACT N0.36115&36116-1 O
Civil Engineering;Inc. m
No.38474 PER PLAN RIVERSIDECOUNTYDESNORTION TALO0 SHEETS
PLANNING•ENGII•TEEFING•SURVEYING � a DESCRIPTION:27MILES NORTHEASTALONG RAILROAD CANYON ROAD FROM THE LOTS: 121-126, & 134-140
PREPARED BY.,
KEN RUKAVINA R.C.E.NO.42866 DATE DATE INTERSECTION NORTHWEST OF
ALROOADCANYON NRRD,6.0 F STSOUTH WA EST OF 122AFEOL FILE No
s e NORTHWESTOFRAILROADCANYONROA0,6.OFEETSOUTHWESTOFPoWERPOLE PRECISE GRADING AND
INTERIMCITYENGINEER ��(�. Ai•A1NL 7 / /S r•+rF CIVIL oar #1853732E,1.0 FEET NORTHEAST OFA MARKER POST,ABRASS DISKSET IN i
CITYOFLAKEELSINORE ORU J. YERS CENo.38474 DATE °F°""F 6115115 THE TOP OFCONCRETEPOSTE-14-70. DRAINAGE PLAN
Dwg.Revision Date:0710112015 BY..TCM PLOTDATE:0710112015 - P:M0194-21 TTM36115A FA 7-Pardee Ho sIGraftIPiecise1PA2B4IPhase 1-7M 15AmbeAeafaiMM801SHT03-7.dwg
6 ?q9r y.
w
oaF,
LOT 127FF n IB SEE SHEET 4
g PLAN 5�'QB
>B PAD 549.5 F� pOF 3 9 ?G
a pf 2 .. I !� 12025'
j \ 0' F. A � p •mod`• �
11 1 5�1Q � �?vs. 1•. 20 ' FS� I�i� ' �S GB 06F pOF 2 00 4186' �1;.
20.3T l a 1 ' a.:,. LOT 133 a g g J
2 ✓ PLAN 4X8 �1P
yA9' B f Q. u 9 FF= 549.97 F1 F
4 j
1'Rgg LOT 128F�G �9� I • FS 33'°• 5A��6 3 PAD=549.3 2 p 2982' l�
2.79' F� •\\ .• 0' F. c1Aa'FF=N551.17 T\C18 pA ?4>S I a yp�.51 3. %124.45' 4L5'
PAD=550.5 )f• ?per V.
II
-fv
LOT 132
F$ \2'3r PLA06 8 FF N550.�
2a OF. 5A8 Gg PAD=549.8 I/
Al- o
F p2 rr o
2 QF 2 pF. 92 I DRIVEWAYS• 32.62' i LOT# CL STATION WIDTH
127 17+59.91 Ir
10 6 \`, �tiY 5p9•G$. `0 29 128 18+18.09 28.25'
2566 • p.F• 2 00 g6 j 129 S10°02'48°W 15.25
\ \\ \ \ \\ I R FS 1 1.89 et OF' 5A\ 1. 5 / 130 N54°55'42W 16.75'
F on99
PLAN2C F�� j 131 S87°42'S1'W 16.75'
V A �` A� �V A A�\ I .' FS 23• 0 5p9•�B FF= 550.97
SpgA1 2� M F1• 3 PAD=550.3 OZF yRg6 0 � 132 17+99.25 16.75'
\ \ \ \\\\ \ * \\\ $ Q' F\ v 133 17+66.33 16.25'
>07.03' l�
QLOT 130 3z26
PLAN 3RB yp9 /
PAD=550.5 F
Q9
LOT129 1
PL4N4X4 y
Of-FF=552.17 ` l
` \ PAD=551.5 yyp�
at
% A.
N
Ir
®N
A� CONSTRUCTION NOTES W
1 -- CONSTRUCT 4"PCC DRIVEWAYAPPROACH GRAPHIC SCALE c,
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117 20 0 10 20 40 y
2 — OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE
(IN FEET) d
3�-- FENCE OPENING SCALE 1"=p-
APN#358 1 f0-021,358-120-003&358-110-013 WDID#833C362205 g
HA VE BEEN REVIEWED
19 Spectrum Pointe Drive•Suite 609 SEAL R
MARK REVISIONS BY APPR. DATE �101nO,SOFDEVELOPMENTANDIORCITYANDIANCE STATELAWSANDHAVEBEENFOUND (9 9)599-0870 CA 92630 ,,°FES31° CITY OF LAKE ELSINORE SHEET 5 d
7/20/22 ACCEPTABLEAND A PERMITMAY BE ISSUED. YERS BL ASSOCIATES � p4J1 NA YeRs<Fp SCALE BENCHMARK:
AS-BUILT TRACT NO. 36115&36116-1 OF
PLANNING•ENGINEERING•SURVEYING
/J Civil Engineering,Inc. ELEVATION:1400:873 DATE 1s7o
No.38474 m PER PLAN RIVERSIDE COUNTY DESIGNATION:E-14-70 LOTS: 127-133 SHEETS
J '^
7-Z.3—lJ PREPARED BY a z DESCRIPTION:27 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
DATE. INERSEC7ION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71,122.0 FEET FILENo.
KENRUKAVINA R.C.E.D.42868 DATE m P NORTHWEST OF RAILROAD CANYON ROAD,6.0 FEET SOUTHWESTOFPOWER POLE PRECISE GRADING AND
INTERIMCfTYENG/NEER A.LN '�'"/R,lsttti 7////5 T9rE C1V1� o�'� #1853732E,1.0 FEETNORTHEASTOFA MARKER POST,A BRASS DISKSETIN
C17YOF LAKE ELSINORE DRUJ MAYERS RC No.38474 DATE 6/15/15 THE roPOFcoNCRETEPosrE-14a0. DRAINAGE PLAN
Dwg.Revision Date:0710112015 BY.,,TCM PLOTDATE:0710112015 P.-108.0194-21 TTM36115A Ph7-Pa1deeH—IGftIPMdMIPA284IPh.s 1-7to13Amb.*ea WMBOISHT037dwV
51
1 a9 13.9% - s.
LOT259
/�• SF�Ge 573�PAD N 51F
I y15 ) t EXISTING STRUCTURES TO BE REMOVED/SALVAGED PER
2 /// LOT 287 CONSTRUCTION SUPERINTENDS DIRECTION
R1lA / 0 5149 ?7•p?j / PAD=576.2
F ,
� �l. 8.;� h F�Gp1F.•OOF• 513y 1 r ' / "-,..`7
O4. e LOT 258 AC PARKING
P 74.87 LAN 1 I LOT 288 / T TROOM LOT 258 I I
l PAD=57-4.251 b. 0. 130 I PAD=576.2 / I
F2196'
DRIVEWAYS l '`°'r: 61 1 I
/ l l LOT 257 7T I j
LOT# CL STATION WIDTH l ( PAD=574.7
253 10+73.71 16'
254 11+02.71 16.25' / 1
258 12+82.83 16'
259 13+67.34 16,25'
� � l LOT 256
l / ( PAD=575.2
l l ( LOT255
PAD=5752 /l
14. 2 ^ >4.0>, J // / LOT PAD=891
/ 39A a a3 1.0
LOT 254 y1As /
/ y1(!A y1A' 6 51�G0 PLAN2C
3 FF=576.27 /
PAD=575.6
�� 8 OF
D• a
51a '��.OF���by�Ge `�
5 P
F
LOT 2AD �92
51Qae LOT253 1 ss t /
3.7
PLAN IR 47 515 1 t 7 0
PAD=575.8 F1 O F• a
pAF z
CONSTRUCTION NOTES
\.. RATS DPAD .1 LOT293
PAD=586.1 CONSTRUCT 4"PCC DRIVEWAYAPPROACH GRAPHIC SCALE
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117 20 0 10 20 40
W
a2 -- OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE a
51 (IN FEET) -
3� FENCE OPENING SCALE.,I'=20'
APN#358-110-021,358-120-003&358-110-013 WD/D#833C362205 z
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIA TE 1Lake Forreestt CA 9rn 2630ve•su�fe eog S CITY OF LAKE ELSINORE SHEET 6 �o
MARK REVISIONS BY APPR. DATE CONDITIONS OF DEVELOPMENTANDIOR CITY AND STATE LAWS AND HA VE BEEN FOUND (949)599-0870 QROFES8/0N z
ACCEPTABLEANDAPERMITMAYBEISSUED. (949)599-0880 Fax ,io J1,MAI, '/e
AS-BUILT 7/20/22 YERS&ASSOCIATES op qs F2� SCALE: BENCHMARK TRACT N0. 36115&36116-1 O
o
_ ELEVATION:1400.873 DATE.,1970
Civil Enging,Inc. !?
PLANNING•ENGINEERING e SURVEYING 0 No.312474 m PER PLAN RIVERSIDE COUNTYDESIGNATION:E-14-70 �F SHEETS
Z 3^!J ct x DESCRIPTION:2.7MILES NORTHEASTALONG RAILROAD CANYON ROAD FROM THE LOTS.253-254&258-259
PREPARED BY., DATE., INTERSECTION OF RAILROAD CANYON ROADAND STATE HIGHWAY 71,122.0 FEET FILENe. � .-
KENRUKAVINA R.C.E.N0.42866 DATE - ar CIVIL r NOR THWEST OF RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST OFPOW.RPOLE PRECISE GRADING AND
INTERIM C/TYENGINEER /�./�Gf./• Q4[!M_. ? I /5 �TFOFCAIIFOP 6/�5/�5 NORTHEAST OF A
1470.MARKER POST,ABRASS DISK SET IN DRAINAGE PLAN
CITYOFLAKEELSINORE DRUJ. YERS No.38474 DATE
Dag.Revision Date:0710112015 BY.,TCM PLOT DATE:07101/2015 P.-M-01942 re1 TTM36115A Ph HomeslGradinglP is IPA28AIPhase 1-7to 1-9Ambertea/and MBO1SHT03-7.&g