HomeMy WebLinkAboutTR 36116-1 PGP Lots 138-193 PLAN NO 15-145-15-151 AS-BUILTS GENERAL NOTES
1,ALL WORK SHALL BE DONE INACCORDANCE WITH THE C17Y OF"KE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND
APPLICABLE STANDARDS AND SPETHEETIONSAN ENGINEERING
DEPARTMENT
CON OF LTHE UNIFORM AKE
PRIOR
NYOPERATPPENDIXCHAPTER33. PRECISE
GRADING
PLANS
ENGINEERSNOTICE ' TRACT36115
2.A PERMITSHALL BEOBTAINEDFROM THE ENGINEERING DEPARTMENT CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. PIEDMONT DRIVE �jTRACT 36115-
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFYALLUTIL17Y COMPANIES AND USA ALERT(1-800422-4133) ELSINORE 1. CONTRACTOR AGREES THAT HE SHALL ASSUMESOLEANDCOMPLETE KA(ANCHOEROA48 HOURS PRIOR TO 4. THE CONTRACTOR SHALLRNOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. LAKE C N T R UIREM,INCLUNT INGLL SAFDING. RESPONSIBILITY FOR JOB SITE ETY OOF ALL INUOUSL ONS AND NOTNDITIONS DURING THE OBE L ERTED A GEURSE OF
OALLS DRIVF HILLS E5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY 4111ACT36116-1
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL,UNLESS OTHERWISEAPPROVED,AND SHALL BE SHOWN ON THE PLAN. AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANYAND ALL
PHASE 3
7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF Y s
ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE-LAYER ASTM D-1557-02 TRACT 36116 1 L 0 TS 138- 193 2.A�L UNDERGLE GENCE OF ROUND UTILHE OWNER ITIES OR S�RUCTURESE REPORTED OR FOUND ON
TEST METHOD.
9. FILL AREAS SHALL BE CLEANED OFALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND ;,rCOTTONWOOD HILLS y
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED EXTENT.THE OWNER,BYACCEPTING THESE PLANS OR PROCEEDING WITH
BY THE SOILS ENGINEER. THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITYAND HOLD THE
r .
11. FINISH GRADE SHALL BESLOPEDAWAYFROMALLEXTERIORWALLSATNOTLESS THAN 112 INCH PER FOOTFORAMINIMUM ENGINEER HA RML ESS FOR A N Y DA MA GES RESUL TING FROM THE EXIS TENCE TOWNSHIP: 6 SOUTH
OF 3 FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE OP�OFE s s,° AS-BOIL T DRAWING 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%!F ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED SCALE: I"=2000' SECTION: 8 NORTHWEST
CUT OR FILL IS GREATER THAN 10 FEET.DRAINAGE S WALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A �P /, j' OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE
�� y�iL-7 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. u m t38 LEGEND:
No.82043 m / � �
v A \ AND ANY OTHER FOUND ATTHE SITE.IT SHALL BE THE CONTRACTOR'S
13. PROVIDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OFALL FILL SLOPES OVER 5 FEET HIGH. iRAvIs C.MARTIN (LATE f ,
� RESPONSIBILITY TO NOTIFY THE OWNERS OFALL UTILITIES ORSTRUCTURES _ CURBANDGUTTER
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. s qr f of c AL 40
ae` r N CONCERNED BEFORE STARTING WORK. RIGHT OF WAY
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ^` 140 -- 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,OR LIABLE FOR UNAUTHORIZED CHANGES 70 OR USES OF THESE PLANS. EASEMENT LINE
-
WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
141 ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BEAPPROVED
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BYA SOILS ENGINEER \ \> BY THE PREPARER OF THESE PLANS. PROPOSED SLOPE
SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
18. THE SOILS ENGINEERING REPORTS DATED MARCH 14,2014&NOVEMBER 26,2014 PREPARED BYALTA CALIFORNIA GEOTECHNICAL,INC. 183 \ 6 D5- ELEV.
142 __
1 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. FINISH CONTOUR
SHALL BE CONSIDERED A PART OF THIS PLIANCE. °tom CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR
- LIMITS OF PAD
TO BIDDING FOR CONSTRUCTION.
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 1 F INTERCEPTOR DRAIN
PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) 191 ``
SHALL BE GIVEN.IFAN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS t90 An / 1M NOTE:ELEVAT/ONSARE TRUNCATED BY 1000E W- WA TER MAIN
REQUIRED,THEACTUAL DISTANCEABOVE THEADJACENT GROUND SHALL BE GIVEN. lag &
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OFANY Lae 173 t S SEWER MAIN
SHEET INDEX DRAINAGE SWALE
CONSTRUCTION/GRADING. 187 100.0 H P
:rt , f4B SHEET �- HIGH POINT OF SWALE
21. STABILITY CALCULATIONS WITH A SAFTY FACTOR OFAT LEAST 1.5 SHALL BE SUBMITTED BYA SOILS ENGINEER TO THE BUILDING :z? \ t74 n2 NO. DESCRIPTION
AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. ;' 18B DEEPENED FOOTING
22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. 147 1 TITLE SHEET,NOTES
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO ` " / 185 17s 2 DETAILS&SECTIONS (PER SEPARATE PERMIT)
�' 11
FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BYA REGISTERED SOILS ENGINEER PRIOR TO ' 177 l vt �' 148 ` 3-6 PRECISE GRADING PLAN SHEET
BLOCK WALL MIT
PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. rr0
184 178 169 7 EROSION CONTROL PLAN o--o- F TUBULAR STEEL FENCE
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION 1N THE FOLLOWING STAGES: \ 168 v.; f4s O INDICATES SHEET NUMBER PHASE LINE
A.UPON COMPLET/ON OF CLEARING AND DURING EXCA VA TION AND BEFORE BA CKFIL L OF A L L U VIAL,COL L U VIAL,AND 183 N 179 167 Na BLOCK WALLW/THGATE
f
TERRACED AREAS AND ANY SUBSTRUCTURES. ,\
t50 PHASE 3:6.7ACRES
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION,,BENCHING,AND FILLING OPERATIONS. 188 \ TRACT BOUNDARY
C.DURING INSTALLA TION OF BUTTRESS AND CANYON SUBDRAINS AND FIL TER MA TERIAL. PRECI00CYCUTSE o- 0 6'HEIGHTVINYLFENCE
�`� ta1\ t�5 �� '' t�, ` } fst 2,800CYCUT
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ' _ s 159 15e' I y, 2,800CYFILL
164 152 POST-TENSION SLAB
25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, fso ABBREVIATIONS
AT 12INCHES ON CENTER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT,INADDITION TO GROUND COVER,SHALL BE PLANTED I '
t63 6 --N-
5
WlTHAPPROVED TREES,SHRUBS OR COMBINATION THEROF. SHRUBS SHALL BE PLANTED AT 10 FEET ON CENTER;TREES AT �. T.C. TOP OF CURB F.F. FINISHFLOORELEV. PORTLAND CEMENT
t ,�; .,7�:' ui ',f53 °
20 FEET ON CENTER;COMBINATIONS 15 FEET ON CENTER. SLOPES OVER 3 FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT `' 161 t57 �5 T.G. TOP OF GRATE G.F.F. GARAGE FINISH FLOOR CONCRETE(PCC)
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. ` °
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
i R.G. ROUGH GRADE D.F. DEEPENED FOOTING
ADJOINING PROPERTIES DURING THE GRADING PROJECT l V u.'., G.B. GRADE BREAK B.V.C. BEGIN VERTICAL CURVE ; AC PAVEMENT
27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON \ 155 ` 154 F.G. FINISH GRADE E.V.C. END VERTICAL CURVE
AND SHALL BE/N PLACE AT THE END OF EACH DAYS WORK. J 44,.
28.ALL WORK SHALL CONFORM TO THE CITYAND STATE CONSTRUCTION SAFETY ORDERS. F.S. FINISH SURFACE PI POINT OF INTERSECTION 6j PROPOSED SPOT ELEVATION
S
29. THE LOCATION AND PROTECTION OFALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE, F.L. FLOWLWEELEV. E.P. EDGE OF PAVEMENT
STREETLIGHT
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITEAT ALL TIMES. f INV. INVERT OF DRAIN L. LENGTH
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION - P. PAD ELEVATION N.T.S. NOT TO SCALE 237 STREET GRADE
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS
❑w WATER METER
OF(3)FEET VERTICAL HEIGHT WITHIN(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL ®
BE/NACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THEAPPROVAL OF FINAL INSPECTION. N LEGAL DESCRIPTION AIR CONDITIONER
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 4 10 OF TRACT NO.30493-1,IN THE CITY OF LAKE r ELECTRIC TRANSFORMER
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLYOR INDIRECTLY FROM ELSINORE,FILED DECEMBER 23,20041N BOOK 370 OF MAPS,AT PAGES 62 THROUGH 72, /F-[\ 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 PROVIDE A MINIMUM OF ONE BLUE TOPPER FINISHED PAD,PRIOR TO ROUGH GRADEAPPROVAL. NO.30494-1 IN THE CITY OF LAKE ELSINORE,FILED DECEMBER 21,2006IN BOOK414 OF MAPS,AT CURB INLET CATCH BASIN
SOILS ENGINEER OWNER/DEVELOPER PAGES 11 THROUGH25,INCLUSIVE,AS INST.NO.2006-0932498,O.R.,TOGETHER WITH LOTS 384 FIRE HYDRANT
35.APPROXIMATE DATE OF: BEGINNING OPERATION:MARCH,2015 ALTA CALIFORNIA GEOTECHNICAL,INC. GRAPHIC SCALE THROUGH 390,INCLUSIVE,AND A PORTION OF LOTS JJ"AND"AAA"OF TRACT NO.30494-7IN THE
COMPLETION:JULY,2015 16870 WEST BERNARDO DRIVE,SUITE445 PARDEE Homes CITY OF LAKE ELSINORE,FILED OCTOBER 24,20071N BOOK 426OFMAPS,AT PAGES 1 THROUGH EXISTING SLOPE
SAN DIEGO, CA 92127 1120 Pat*Place Ste 120 m0 0 50 too 200 I ON 5,INCLUSIVE,AS INST.NO.2007-0654771,O.R.,ALL OF THE ABOVE, FILE N 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 El Segundo CA 90245 COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF E,ON FILE
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
(INFEST) BASIS OF BEARINGS: ARCHITECTURAL
DISPOSAL METHODS ARE SPECIFICALLYAPPROVED BY THE SOILS ENGINEER.
SOILS ENGINEERS CERTIFICATE: PREPARED BY.-HAVERS&ASSOCIATES,INC.
SCALE.,1"=too'
37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFOREAPPROVAL. 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 SHALL NOT BE ISSUED UNTIL ALL RETAININGWALLSAREAPPROVEDBYTHEBUILDINGDEPARTMENT. TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS NOTIFICATIONS UNDERGROUND SERVICE ALERT a
NOTE. THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES w
39. THIS SITE HAS AND
INDUSTRIAL
NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FORTY-EIGHT 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: �FORF y g
MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. FOR THIS DEVELOP a o o C8 0-42 FREE d
�-= QPOFESS,OR CITY OF LAKE ELSINORE 1-909-674-3725 � o_ 1-600�22-4133 �^
`� �� I - ` M" GENERAL TELEPHONE 1-800-422-4133 ¢ w
NPDES WDID# 833C362205 DATE PERMIT ISSUED: 1011012011 2857 ��BPS °4y FF° �P y�Ot °RyL Fc ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 TWO WORKING DAYS W
SCO,TITA.GRAY (RGE NO.) (Date) ` _ - SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 BEFORE YOU DIG a
40. DR41NAGEEASMENTS WILL BE KEPT CLEAR OFALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN f�'f w No.CEG2080 y No285T SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123
EASEMENTLIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. (/l/`T 2080 �Z �C( 01Ll " E 1 30 2ol(, z MEDIA ONE CABLE TV 1-909-674-7741 rnunav^aanana�u�,n"usaca"".�o onya
UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 ssuaewsigmare�xenmmeaeemerwtiee�esenl ^�
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4100 y lza/15 rFOFCAUfOP rEOFcnuF°P APN#358-110-021,358 120-003&356-110-013 WDID#833C362205 z
BY APPR. DATE 19 Spectrum Pointe Dave•Suite 609 SEAL X
MARK REVISIONS THESE PLANS STATE LAWS
SAND HAVE
(Lake949 Forest,CA 92630 CITY OF LAKE ELSINORE SHEET 1 d
CONDITIONS HAVE CITYAND STATELAWS AND HAVE BEEN FOUND (949)599-0870 QpoF E s s,o�,
ACCEPTABLEANDA PERMITMAYBE ISSUED. (949)599-0880 Fax �o s A.m,y "9t 2
AS-B U I L' 6/24/22 z
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YExs&assoclATEs ti TRACT NO. 36116-1
Civil Engineering,Inc. ELEVATION:1400.873 DATE'1970
w/ No.50318 T. PER PLAN RIVERS/DECOUNTYDESIGNATION:E-14-70 SHEETS
PREPARE PLANNING•ENGINEERING•SURVEYING a DESCRIPTION..2.7MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE LOTS 138-193
N DATE: INTERSECTION OFRAILROAO CANYON ROAD AND STATE HIGHWAY 71,122.0 FEET PRECISE GRADING AND FILE No.
WALTER E ALLISON R.CE NO.45446 D / sr C1VII c NORTHWEST OFR41LROAD CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE
CITY OCITY F LAKE ELSINORE INEER 1� 1y 9rP OFCA'IFO�� 10130114 THE TOP OF CONCRETE POSTE-f O7AMARKER POST,ABRASS DISKSETIN DRAINAGEPLAN 15-145 2
GAR MARTIN RCENa.50318 TE
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CONSTRUCTION NOTES QUANTITIES
CONSTRUCT 4"PCC DRIVEWAYAPPROACH 56 EA
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117
OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE 69 EA
RESIDENTIAL 12"MIN.30'MAX. crw Z��
��i � Z 3� FENCE OPENING 43 EA
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PUE INTERVALS
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CONSTRUCTED PER SEPARATE SET OF PLANS T.C. W W U
F.L. WHO
PARKWAY DETAIL NOTES: DETAIL 1
MTS. 1.ALL CONSTRUCTION SHALL BE CLASS"3"CONCRETE.
2.20'OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN AANY ONE PROPERTY FRONTAGE.
3'MIN 3. USE 6 MIL PLASTIC SHEETING WHENABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL
CONSIDERATIONS ARE REQUIRED,SEE SPECIFICATIONS(SECTION 16.04).
4.CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITED DRIVEWAY SO THAT IT PROVIDES
SMOOTH VEHICLE ACCESS OVER THE DRIVEAPPROACH. ANYglp 5' BUILDING NEXT TO PUBLIC NA TUR/ L
OPEN SPACE OR ANOTHER PLANNING AREA,
2%M'". a a 4' THE MINIMUM REAR SETBACK SHALL BE 20'
a MAX.
20 0 a PAD P7`�E
VARIES "'6" Rl�o� 9 j50MEIRIC , R p 51
MIN a DEEPENED FOOTING
o
b
1 DRIVEWA 15
YAPPROACH DETAIL_ OP TONAL UNENCLOSED �- t
— 5
DEEPENED FOOTING DETAIL NOT TO SCALE 5' 5'
MTS RESIDENTIAL DRIVEWAY -
'"DEEPENED FOOTING REQUIRED TO MAINTAIN 6"MIN WITH SIDEWALKAT CURB PLAN &1X--66'6"
DIFFERANCEBETWEEN FLOWLINE AND BOTTOM OF FOOTING ADA COMPLIANT PLAN 1 OP-69'11 112" PLAN I OP-69'11 112"
CITY OF LAKE ELSINORE STANDARD NO.117 PLAN 2&2X-54'
(MODIFIED) IP PLAN 3&3X-53' PLAN 4X-57 8"
PL PLAN 4-53'4"
6'WOODEN FENCE PLAN 4X-5T 8" -
X
9lgy � PE 6'WOODEN FENCE 15'MIN 51 9t —__—_ 5
FMIN FMIN FMIN 10'MIN --
40FL SWALE@1%MIN.
a LEV YMIN 2'MIN 2'-- XM/N
Fv
X5. S MIN MW 20 o M. PAD N N N
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.: 20%MAX 2:1 27 20%po :.
PAD MAX. Mq,Y PAD _ __—ROW
FFELEV PER PLAN •6" --- _- 47 _- -- -- - - -
PAD ELEV.PER PLAN VARIES MIN . CURB
FMIN. h C XX'SECTION
2%MIN. N.T.S. CV N
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*HP=PAD-0.4'WHEN FLOWLINE IS MORE THEN 15'AWAY FROM HOUSE
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(949) 99-087099-0870 aoFEssi
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ELEVATION.1400.873 DATE:1970 7 h
Civil Engineering, INGnc. N..50318 RIVERSIDE COUNTY E-14-70
PLANNING•ENGINEERING•SURVEYING PER PLAN OF SHEETS
PREPAREDB � DESCRIPTION:27 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE DETAILS&SECTIONS
WAR E. SON R. 45448 A7 A DATE: INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71,122.0 FEET FILE No.
sr civic �P NORTHWESTOFR41LROAD CANYONROAD,6.0 FEETSOUTHWESTOF POWER POLE PRECISE GRADING AND
CITYENG/NEER /3 I 9rFOFCA��FO� #1853732E 1.0 FEET NORTHEAST OFA MARKER POST,A BRASS DISK SET IN 15-146 z
CITY OFLAKE ELSINORE GARYA. RTIN RCE No.50318 DATE 10130114 THE TOP OFCONCRETEPOSTE44-70. DRAINAGE PLAN
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50 T.W PLAN4DR F I PLAN4D a ti 5.75' 6 5 620.50 T.F. 4 FF= 618.47 p PAD=614.7 OQ PLAN 3BR 2 0 0 + o
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181 11+37.29 16' 6225 W. _
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184 11+37.35 275' CONSTRUCTION NOTES
185 12+09.13 17 `' 1� - CONSTRUCT 4"PCC DRIVEWAYAPPROACH
186 12+66.83 27' \\ p20� AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117 a
187 13+15,35 16' ', O2 OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE
188 13+69.35 26.25'
�- FENCE OPENING w
189 14+14.84 16' GRAPHIC SCALE w
4�-- CONSTRUCT RETAINING WALL PER CITY OF LAKE ELSINORE RET.WALL STD.BY SEPARATE PERMIT
190 14+78.55 22" zo 0 10 29 40 a
191 15+43.28 16.5'
(IN FEET)
Oat ov I/l6 //.5 SCALE.1-20' A #358-110-021,358-120-003&358-110-013 WDID#833C362205 g
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MARK REVISIONS BY APPR. DATE THESE PLANS HAVEVEEENREVI_EWEDFORCO NDANCEKITH
THE
APAVEPRIATE UND Lake F-t,CA92630 CITY OF LAKE ELSINORE SHEET 3
WS ANDBEEN (949)599-0870 Qpp FE33/
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AS-BUILT 6/24/22 YERS&ASSOCIATES ��aPP a y�� SCALE BENCHELEVATION
1 TRACT NO.36116-1 m
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PREPARED BY, 2 a DESCRIPTION:2.7MILES NORTHEASTALONG RAILROAD CANYON ROAD FROM THE 174-191
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P NORTHWESTOFR41LROAD CANYON ROAD,6.0FEETSOUTHWESTOFPOWERPOLE PRECISE GRADING AND
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GARYA. A TIN RCENO.50318 DATE DRAINAGE PLAN -15147-
Dag.Revision Date:12117,2014 BY..TOM PLOTDATE 1211712014 P.107-0194-11 TR 30495PH 6 FINAL ENG DESIGN-PARDEEHOMESIGRADINGIPRECISENH2LOTS 18,33fSHT03.DWG
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CONSTRUCTION NOTES
0- CONSTRUCT 4"PCC DRIVEWAYAPPROACH W
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BY APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPR/ATE Lake Forest,CA 92630 CITY OF LAKE ELSINORE SHEET 5
MARK REVISIONS CONDITIONS OF DEVELOPMENTANDIOR CITYAND STATE LAWS AND HAVEBEEN FOUND (949)599-0870 QpoFESS'oy
6/24/22 ACCEPTABLEANDA PERMITMAYBE ISSUED. (949)599-0880 Fax ��o�y a.MA Rrgc� SCALE. BENCHMARK m
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CITYENGINEER ( � /S PTgT civa ��r NORTHWESTOFRAIIROADCANYONROAD,6.0FEETSOUTHWESTOFPOWERPOLE PRECISE GRADING AND
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GAR1.�. RCENo.50318 DATE
Day.Revision Date:124712014 BY.,TCM PLOTDATE:120712014 - P:1074194-11 TR30495PH6 FINAL ENG DESIGN-PARDEE HOMESIGRADINGIPRECISEIPH2LOTS 18-331SHT03DWG
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J° OF' �� OZ� 1 FF= 602.57
159 12+80.76 26.75' LOT 161 \ PLAN4XD
160 11+89.25 28' �`- er Vis 0� 3PLAN 3C
C F808.47 Al
161 10+43.68 26.25' �� c=v. OF / g PAD=60L8 P)
162 N21°1744"W 28.25' \Oa4 2 '\ t& ` \ If, of PLAN,4B
163 N76°55'00"E 24.25' 1d\`\ pE+�' p0 A \ 19'^ Opt P
164 10+21.84 17'
165 10+52.00 16' \ \ .� �G �i LOT 162 do °' `� SEE SHEET 5
166 11+15.71 27' \\2 /pdP � 7
167 11+52.56 16.25' \ \ 0 PAD-BOB.2
168 12+16.55 26.25'
169 12+54.01 27'
170 13+14.26 16'
171 13+44.85 16' g
ew
CONSTRUCTION NOTES
a1 - CONSTRUCT 4"PCC DRIVEWAYAPPROACH \ \\\
AND 4"PCC DRIVEWAY PER CITY OF LAKE ELSINORE MODIFIED STD. 117 �\ GRAPHIC SCALE
O2 - OMIT ONE BLOCK ON BOTTOM COURSE FOR DRAINAGE
ZO 0 10 20 40
33 - FENCE OPENING
4a--- CONSTRUCT RETAINING WALL PER CITY OF LAKE ELSINORE RET.WALL STD.BY SEPARATE PERMIT (� I scALE 1•=zm �
Vat 0 V I/l6/IS APN#358-110-021,358-120-003&358-110-013 WDID#833C362205 z
_ 19 Spectrum Pointe Drive Suite 609 SEAL 51
MARK REVISIONS BY APPR. DATE pNDIT"ESEPOFDEVELE"'OANOOORc"NPDSTATELAH`APPREBANFOUND TE �eForest,CA92630 CITY OF LAKE ELSINORE �E, 6 6
ACCEPTABLEANDA PERMITMAYBE ISSUED. (949)599-0880 fty-4 0,MA ON
AS-BUILT 6/24/22 (949)599-0880Fax e`oPaq A.MgR 9� SCALE BENCHMARK:
YERS&ASSOCIATES 0 OF 7
Civil Engineering,Ina z ELEVATION'1400.873 DATE.,1s7o TRACT N .36
u m RWRSIDE COUNTYDESIGNA77ON:E-14-70
PREPARED BYL^NNING•ffi''Gu9HExu�rG•St7RvG w ^� 18 PER PLAN LOTS 158-171SHEETS
z DESCRlPTION:27MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
WALTERE ALLISON R.CE NO.45448 DATE DATE.- INTERSECT/ON OF RA IL ROAD CANYON ROAD AND STATE HIGH WAY 71,1220 FEET FILE No.
r s �T+rForCIVILc ofOf+p p15373 ES1.�ELNORTHEASTOFAMARKERPOST,AUTHWESTOFPOWER B94SSDISKSETIN POLE
PRECISE GRADING AND
CITYENGINEER
CITY GARy MAR71N RCENo.5031E M7E 10130114 THE TOP OFOONCRETEPOSTE14-7o. DRA/NAGEPLAN 15-150
DIVRemm Data.01/14MS BY.•7mM PLOTDATEINY72014 - P:107-019441TR3W05PHOFOIALENG DESIGN-PARDEEHOMESIGRADINGIPRECISEIPH2LO75183MSHT0.DWG
\\" EROSION CONTROL NOTES:
CONSTRUCTION NOTES B y \���
/ \\\\��\\ 1. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos.529,772,802,1237,1004,construction
A�- CONSTRUCT GRAVEL BAGS OR SILT FENCE OR FABRIC ROLLS PER DETAILS HEREON \ / /r \'\\\\O\\\ site Best Management Practices(BMPs),and standards outlined within the Lake Elsinore Design Manual
B y 188 /r \\ \� 2 The developer/contractorisresponsible for any discharges by subcontractors.
�- CONSTRUCT CHECK DAM PER DETAIL HEREON V'.
\ 3. In case of emergency,call DAVE JONES(responsible person)at 760-6655368(24-hour phone number).
4. Devices to reduce erosion damage shall not be placed moved or modified without the approval of the Director of Public Works or,
r' 137 in an emergency,by the person responsible for grading operations.
5. Areas that are cleared and graded shall be limited to only the portion of the site that is necessary for construction.The construction
site shall be managed to minimize the exposure time of disturbed soil areas through phasing and scheduling ofgrading and the
'38
y � use of temporary and permanent soil stabilization
\ .
\ \ '.
6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten(10)feet in height(temporary or permanent)shall be stabilized if
�- 139 �� they will not be worked within 7 days.During the storm season,a!1 slopes shall be stabilized 24 hours prior to a predicted storm
\ event Construction sites shall be revegetated as early as feasible after soil disturbance and within Toll of completion.
/ 7 Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each working day.
T 1€74 , 140 8. The contractorshall be responsible and have signs posted on the site to wam against public trespass into areas where water is
,1ARROV7C0(1R yi impounded.
9. Dust shall be controlled by watering or other methods approved by the City Engineer.
A' �p 141 10. Placement of devices to reduce erosion damage within the development shall be shown on the approved plan.
0B v 11. Desilting facilities at all drainage inlets for the graded site shall be designed for a twenty-five(25)year,six(6)hour storm intensity.
10
> 1 »7 < \ \ They must be detailed on the plans.Design and specific recommendations shall be submitted for the following:
;' �A �`
a)Desalting basin volume based on gradient and nature of soils.
2JD i b)The extent of all graded areas and identification of any temporary soil stabilization measures.
1�
- 43 c)Size of desilting basin outlet pipe and overflow.
d)Dike requirements.Show minimum wall width,slope of walls,percent compaction,etc.
e)Outlet conditions from the desilting basin shall not exceed downstream limitations,with the exception of overflow,which is to be
designed to provide capacity of 1.5 times the maximum design flow.
12.Necessary materials shall be available on-site and at convenient locations to facilitate rapid construction of temporary devices or to
202 '8-9 ' 145 repair any damaged erosion control measures when a 50%chance orgreater of min within a 48 hour period is forecast for Lake
Elsinore by the National Oceanic and Atmospheric Agency(NOAA).
4 / 13.BMP's shall be maintained and inspected daily.All removable protective erosion control devices shown shall be in place at the end
of each working day when the five(5)day rain probability forecast exceeds fifty percent(50%).
14.After a rainstorm,all project generated silt and debris shalt be removed from check berms,onsite public drains and pipes,drains
and pipes of adjacent properties and desilting basins and the basins pumped dry.Any graded slope BMP'S damaged during a
rainstorm shall also be immediately repaired.Failure to provide effective maintenance may result in penalties.
15.Discharging of contaminated soils via surface erosion is prohibited.
185 1 \ 16. Construction access points shall be stabilized with a combination of rock and shaker plates year-round to prevent track-out. Routine
m.
-�% ' •" �,,.,,'"' "-' '` 171 ;„ 148 street sweeping shall be performed on all paved streets where tracking is observed. Vacuum sweepers shall be used when street
sweeping becomes ineffective.
169 A
) 49 NPDES/STORM WATER POLLUTION NOTES
1. The developer and his contractor are responsible for implementation and maintenance of the SWPPP-approved, pre-qualified BMPs-
\\ water Quality Association (CASOA) handbook/ website for construction to retain sediments from areas
disturbed nsitemto the maximumextent practicable. The erosion control measures include those shown on this plan and applicable
151 SWPPP as well as any additional erosion control measures(e.g., hydroseeding, mulching of straw, gravel-bagging, diversion ditches,
retention basins, etc.)dictated by field conditions to prevent erosion and/or the introduction of dirt mud or debris into existing public
streets and/or onto adjacent properties during ANY phase of construction operations.
2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept on-site and made available upon request of a representative of the
3 .
� Regional Water Quality Control Board(RWQCB) Santa Ana Region and/or the City of take Elsinore
t t ` Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site.
i
Discharges of material other than storm water(non stormwater)are prohibited except as authorized by an individual NPDES permit
\` _ t : / �' 181 157 ' A ' under the statewide Genera!Permit-Construction Activity.
4. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, solvents,
detergents, glues, lime, pesdcides, herbicides, fertilizers, wood preservatives, and asbestos fibers, paint flakes or stucco fragments,
fuels, oils lubricants, and hydraulic, radiator or battery fluids; concrete and related cuttingor curing residues; floatable wastes;
•s /� wastes from engine%quipment steam cleaning or chemical degreasing; wastes from street cleaning and super chlorinated potable
water from line flushing and testing. During construction, disposal of such materials should occur in a specified and controlled
temporary area on site physically separated from potential storm water runoff, with ultimate disposal in accordance with local, state
GRAPHIC SCALEL154J
and federal requirements.
so o 4o So feo � �����`� � 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not be discharged to receiving waters
or the local storm drain system
6. Appropriate BMPs for construction related materials, wastes, spills or residues shall be implemented to eliminate or reduce transport
IN FEET) - ��. ` \ ;� , I� i from the site to streets,drainage facilities,or adjoining properties by wind or runoff.
\. \.
SCALE.,1-80' 7. Material storage and staging areas shall be established. Fuel tank, portable toilets, liquids, gels and powders shall have secondary
containment and be stored away from all private/public storm water conveyance systems,sidewalks,rights-of-ways and flow-lines.
All portable mixers shall have plastic liners undemeath with gravel bags places on the down-hill side of the liners to contain
�\ discharges.
9. Controlled street washing will only be allowed prior to the application of asphalt seal coats and only when all pertinent drainage
313AGSM/N/MUM GRAVEL BAGS(TYP.) FILTER FABRIC inlets are protected.
' WATER STAKE 10. All construction contactors and subcontractor personnel are to be made aware of the required BMPs and good housekeeping
fl OW TOE IN measures for the project site and any associated construction staging areas.
HEAvrDurY 11. Discharging contaminated groundwater produced by dewatenng groundwater that has infiltrated into the construction site is
REINFORCING prohibited. Discharging non-contaminated groundwater produced by dewatenng activities may require a National Pollutant Discharge
Elimination System(NPDES)permit from the Regional Water Quality Control Board
TIPMAL SECTION T1PlC"4 EtEvanav 3/4"X3/4" DOUBLE6TITCH 12. Storm water runoff shall not be directed over any slopes without permanent down drains installed. Erosion and sediment controls
WOODSTAKE HEM .including maintenance are required on all exposed slopes until sufficient permanent landscaping has been established. 100% slope
WOODS
MAX.4'SPACING "
WOOD STAKE protection must be in place prior to the issuance of the final certificate of occupancy.
GRAVEL BAG VELOC/TYREDUCERDETAIL FIBER ROLL FIBER ROLL MAX.4'SPACING ORaWCORD 13. Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which are not adequately
Mrs. 8"MIN. a.MIN. protected with desilting basins or other temporary drainage or control measures.
z 14. Stockpiles of soil shall be property secured with BMP'S to eliminate or reduce sediment transport from the site to streets, drainage
-- facilities or adjacent properties via runoff, vehicle tracking, or wind. Stockpiles inactive for a period of 14 days or more shall be
3"MIN.OPENINGBETWEEN tv O R'a covered,•active stockpiles shall be covered prior to a forecasted rain.
BAGS ON TOP ROW �i
15. Special attention shall be given to preparation and installation of the Rain Event Action Plan (REAP)as required based on site Risk
Level or as mandated by the Santa Ana Regional Board NPDES Permit,General Permit-Construction Activities.
\j POLYPROPYLENE 16. At the end of each day of Construction activity, all construction debris and waste materials shall be collected and property
ro d disposed y
FILTER FABRIC
of in trash or recycle bins.
HARDWOOD STAKES
n n �� RAoe 17. This site has obtained a National Pollution Prevention Elimination System
X MIN RADIUS (NPDES)permit to regulate municipal and industrial storm water Q
FINISHED FINISHED
PO - GRADE discharges. y
SECTION D - D G y NPDES WDID#833C362205 DATE WDID ISSUED:f0/10/2011 w
" ENTRENCHMENT DETAIL ENTRENCHMENT DETAIL SIL T FENCE DETAIL 18. The undersigned civil engineer a qualified QSP and/or QSD will review placement of erosion control and insure that work is in i
pv
CHECKDAMDETAIL IN FLAT AREA IN SLOPE AREA N.T.S. acc ap ed S. "Ky78&6 12-191 m
NTS. N.T.S. Mrs.
(Signature)(RCE No.)(EW)(Date)
"10 AV 9/Id 14.5 APN#358-110-021,358-120-003&35&110-013 WDID#833C362205 g
19 Spectrum Pointe Drive•Suite 609 SEAL X
MARK REVISIONS BY APPR. DATE NDITKN 0 DEVELOPMENTAND/ORCITYAN STATELAWSTH ANDHAVEPBEENFOUND Lake Forest,CA92630 CITY OF LAKE ELSINORE SHEET 7 B
(949)59 est,C FESS/0
ACCEPTABLENDA PERMITMAYBE ISSUED. (949)599-0880 Fax �Oe�A.MA Nq< 2
AS-BUILT 6/24/22 YERS&ASSOCIATES ti�O"� R i�� �., BENCHMARK °0�� TRACT N0.36116-1
L Civil Engineering,Inc. m ELEVATION.•14M 873 DATE'1970 7
No.50319 PER PLAN DESRSIDECOUNTYDESIONATHEA TALO0 SHEETS
PREPARED BYLANNING•ENGINHERING•SURVEYING w _
�, s R"ERSPEcou"N MILEs"""An N E-14-ONG RAILROAD CANYON ROAD FROM THE LOTS 138- 193
DATE. INTERSECTION OFRAXR04D CANYON ROADND STATE HIGHWAY 71,122.0 FEET FEE*
WALTERE ALLISON R.C.E NO;SW DATE e/ ej, clwt. Ae NORTHMSTOFR41LROAD CANYON RGAD,6.0 FEETSOUTHWESTOFPOWER POLE PRECISE GRADING AND
CTY�IINEEE�B E I I�7 ,rROF CAo" 10130114 m� CON DR TEPO TE-14-70. RPQST,ABRASS DISKSETIN DRAINAGE PLAN 15-151
6ARY MARnN RCENa 50318 DATE 9
Dwg.ReWsbn Date:12117r2014 BY..'TCM PLOT047E t217r2914 P:I07-019411 TR30495PH6 FINAL ENG DESIGN-PARDEEHOMESIGR40INGPRECASEIPH3 LOTS 78-108iSHT11sDWG