HomeMy WebLinkAboutENG-2016-00018 PGP PLAN NO 16-556-16-560 AS BUILT p
CITY OF LAKE ELSINORE GRADING NOTES CONT...
i I& THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT
rc
RAMTM"LAN AND SHALL NA CONSIDERED C PART OF THIS GRADING PLAN,AND SHALL BE COUGH D GRADING
x � •
74
- -- - -- CANYON � PRELIMINARY 0€OTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW; ROUGH GRADING FOR
_ HILLS �NEwPORi ROAD � CANYON HILLS PHASE 8,V[STING TENTATIVE TRACT MAP •361tt AND 36119 CITY OF LAKE
ROAD ELSINORE,CALIFORNIA-DATED MARCH 3L2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC.
CANYON HILLS PHASE 8
PROJECT HILLSIDE (PROJECT NO.2-0020).
DRIVE
SITE 15 DOG PARK 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED.THE ELEVATION(WITH
N OSS RO• ROAD SCOTT ROAD TR 36118 - LOT FF RESPECT TO MEAN SEA LEVEL)SHALL GIVEN.IF ELEVATION WITH RESPECT TO ADJACENT
GROUND SURFACE IS REQUIRED.THE ACTUAL
AL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
Noy ANYN 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
1S ANY CONSTRUCTION/GRADING.
CL1NT0 KEITH
ROAD GRADING NOTES 21. STABILITY CALCULATIONS WITH A SAFETY.FACTOR OF AT LEAST 1,5 SHALL BE SUBMITTED BY A
SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE 30'IN VERTICAL HEIGHT. CJ
- CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE I�o $
TOWNSHIP:65
SHEET INDEX U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS CREATED THAN ONE FOOT. I D
VICINITY MAP RANGE:4W 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 8€PLACED,IT MUST BE CLEARED, 6 9. Z
NTS SECTION:10,11 1 TITLE SHEET TO ANY OPERATION. KEYED,AND OENCIIE=D INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE 199• G7
2 INDEX MAP E� 2
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES C
3-4 PRECISE GRADING 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. a 9
5 EROSION CONTROL 24• THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEAARTMENT AT LEAST 24 HOURS IN N�
ENGINEER'S NOTICE ADVANCE OF BEGINNING GRADING OPERATIONS. A, IRON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL.
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONSDURING THE COURSE OF 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. GOLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES.
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 LI IN SHALL BE SHOWN ON THE PLAN.
ABILCEY,REAL OR ALLEGED, CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR FILLING OPERATIONS. -
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. BASIS OF BEARING -
2 ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC GRECOROS.ARETHE
INDICATED WITH THEIR APPROXIMATE
THE BASIS OF BEARINGS aFQR THIS SURVEY IS 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO i VERTICAL,UNLESS OTHERWISE
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MAT€RIDE.
LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME THE WEST LINE OF LOT A AS PER TRACT APPROVED,SHALL BE SHOWN ON PLAN,AND SIIALL NOT HAVE LESS THAN 907 RELATIVE COMPACTION p, WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION,
LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 30496, M.B. 367/17-25. N 00.16'15 W OUT TO THE FINISHED SURFACE.
STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRICTED 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 B€PLANTER WITH ROSEA ICE PLANT AT 12'ON
AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR B. FILLS SHALL BE COMPACTED THROUGHOUT
.TO 90X 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 THEREOF.SHRUBS SHALL BE PLANTED -
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE EARTHWORK: CUT 500 CY 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 1D'ON CENTER;TREES AT 20'ON CENTER)COMBINATIONS
15'ON CENTER. SLOPES OVER 3'IN VERTICAL
PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. ICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION
EARTHWORK: FILL 500 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.
4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BOWING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL
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 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO
GROUND IS APPROVED BY THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN
ADJUSTED FOR ANY REMEDIAL GRADING 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 -
NOTES HAULING OPERATIONS SHALL COMPLY WITH FOOT FOR A MINIMUM OF 3',THEN 1Z IMINIMUMITO FLOWLINE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE ND OF EACH DAYS WORK.
CITY ORDINANCE NO.1271 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL RE V.IF CUT OR FILL SLOPE IS LESS
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
THAN 10',AND 27 IF CUT OR FILL IS GREEATEITTHAN 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. I DO
PARKING SUMMARY 13. PROVIDE S'WIOE BY THIGH BERM OR EQUIVALNT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 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 Ao
REGULAR STALLS: 0 SLOPES.
I. ACCESSIBLE STALLS: 1 .CflADING OPERATION. E z 2
- -- - - - - TOTAL• 1 - - - - --- - - - _ ___ 15. W 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 03
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LANE ELSINORE GRADING ORDINANCE N0. N m
-- - CHARACTERISTICS OF THE SOIL. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. D
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR SOLELY
RESPONSIBLE
WORK ON.THIS PROJECT SHALL FAMILIARIZE ES RESULTING
WITH THE
A SOILS ENGINEER SHALL BE SUBMITTED To THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
DIRECTLYNIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN
ISSUANCE OF BUILDING PERMITS. ON THE E PLANS.
SOILS ENGINEER'S CERTIFICATE: 34• THE DESIGN NGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR
TO ROUGH GRADE APPROVAL. -
THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND
FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND - 35. APPROXIMATE DATE OF:BEGINNING OPERATION:8/1/16 COMPLETION:12/l/16 1
LEGEND&ABBREVIATIONS SPEC ICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION
REP .ARE F S-DEVELOPMENT1 �-a ly 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3-WILL
ff��1l``FP'' rr I LOT FF OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE,FILED MAY 12,2016 IN BOOK 450 OF
CURB& GUTTER_....._....._......._......._..C&G -' SEWER_......__...._........_......_.....__...__SEW � WATER LINE..__....__....__.....__....__....-W_ BE PIDGIN IN FILLS WITHIN ROADBED AREAS OR 3'OP FINISH GRADES,UNLESS THE LOCATION,
+- EDGE OF PAVEMENT............._._......_._...EP BOTTOM__...._........_........_......._. __......BOT RETAINING WALL..._......._.........-._®, IS NATU (GE NO.) (DATE) MAPS,AS PAGES 10 THROUGH 19,INCLUSIVE,AS INST.NO.2016-0194330,O.R.ON FILE IN THE OFFICE MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED-BY THE SOILS ENGINEER. `
a OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA.
FINISHED GRADE..._............._......._........FIG RIGHT OF WAY_......._......._......._............R/W FIRE HYDRANT__......_..... __......__iro- 2cebla --I &7Q�l
$ TOP OF CURB..._.�...._............._........_..TO CAST IN PLACE...._......._......__...._....CIP WATER VALVE __......._......_...._...._..® 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION
o TOP OF DIKE......__..._......_......._......__TD RECLAIMED WATER......_......._....._........RW SEWER MANHOLE_......_.....__...._....._® ISIGNAT l (CEG NO.) - (DATE) BEFORE APPROVAL.
( ti FLOW LINE._......................__............_....FL OUTSIDE DIAMETER......._......._......_......OD SEWER CLEAN OUT_...._......._......_........® GIHEERI/y° Q�°FESSI° RESPONSIBLE PARTY FOR PRIVATELY 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE
Nh
PORTLAND CEMENT CON ASPHALT
PCC POINT OF CURB RETURN..._........_.......PCR R/W.............._................_................_......_....-_-.- �°E o m °F° 4� 0sz AGR qa MAINTAINEDFACILITIES BUILDING DEPARTMENT.
. g ASPHALT CONCRETE....._......._...__....AC PROPOSED ._......_........__...................._.PROP FENCE...._......._......._......._......._......_.....
_ 4r Fy 39
$`o AGGREGATE BASE.._....._......._._...-...._.AB INVERT:ELEVATION..._-..__......._......IE RECLAIMED WATER LINE............_....__-RIM- PARDEE HOMES . THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM WPDE51
CENTERLINE_..._......_...._...._............_.CL LAYOUT LINE..._........_..�...._.....__LOL ° No. csoeo ^ - m 1250 CORONA POINTE COURT,SUITE 600 RE A INDUSTRIAL STORM WATER DISCHARGES.
j a •• STORM DRAIN UNIT NO. ® ` E" �-�"R' z CORONA,CA 92879 NPDES WOID 6GB-3 2205 DATE QERMITIISSUED.10/10/2011IS -
PERMIT T REGULATE MUNICIPAL AND W
..._.....___..... 3C36 E P
e_ PROPERTY LINE..............................."_..__PL CURB FACE......_........_..__....._......._...CIF (951)428-4400
ri
O
o - EDGE OF TRAVELLED WAY_.......,...._ETW BEGIN CURVE:......_..._...................._BC CONSTRUCTION NOTE ITEM W._..._ 81 a � �°6° �ctr* .
♦ �. rq rFCO F 40. SHALLABE PLACEDNWITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARESUBJECT TO F
. o� CHANNEL._......_.....__........___.._.......-.._._CH ND CURVE...__...__::._......_......._....._EC PAD EXTENTS _......._......_......._.._..�-- 4TF0FceuF°a TFCFCAUFep
8>, FIG 0 BACK OF WALL___.___............ BW EXISTING.._................_........_........_......._...EX 4'PVC AREA DRAIN LINE_...___.__._c:::::::: ENGINEER/CONTACT PERSON - REMOVAL AT OWNER'S EXPENSE.
z., FIG 0 FACE OF WALL.........._.__.........._.FW EXISTING GRADE/GRADIENT..........._..O STORM DRAIN LINE..__..._._.....__ - ¢ N
`i FACE OF CURB_.............._.,............._........FC DIRECTION Of FLOW......_........_......._.... OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN,
A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. $W
' WATER ................_....._...._..._�..-...WAT DAYLIGHT LINE......._......._........_......._.....-n- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. �J-� W 3 2
STORM DRAIN_...._...__..-..._-...___SD TOP OF SLOPE......._........_......._.._..._......_,I�- 1250 CORONA POINTE COURT,SUITE 600 170 NORTH MAPLE STREET,SUITE 108 / -_L q�' � 7t'1�i/ZOlfe WOID• 8-33C352205 11 � W !_ R
i; TOE OF SLOPE........_......._.......__...__..._ -..r CORONA,CA 928T9 CORONA.CA 92880 PARRY J.COWAN,RCE W.46568 DATE ►te N3 m
SUBDIVISION BOUNDARY...._......_.....__-_-_-- (951)428-4400 (951)509-7090 GRADING PERMIT• - N`z
I II -"0 y
i €Y SEWER-LINE...._........_......._......._......._..._S DO
_ CONTACT:TOM McCARTHY
o d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 3 ' -
DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E
BENCH MARK: M- A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ITy + uKE FOREST,CA 92630 PRIOR TO CONSTRUCTION.
FIEVATION:1400.873 INGVO 29) T III APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR aY9( I ga9.588.0707 PRECISE GRADING PLANS of I;
o- RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAR BE ISSUED. 9 ,� --- - (FAx14gs88.0709 UNAUTHORI D C E19:
+„ DESCRIPTION.2.7 MILES NORTHEAST ALONG a ENGINEERINO COMPANY +idenpineering,com
m e, RAILROAD CANYON ROAD FROM THE �'BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 6
CALL W p Orang San Okgp-Rbstlde-eon tun Obispa.e kenfidd-Sa<ramen o-P6oe is-Tuaun RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE DOG PARK
t
} m INTERSECTION OF RAILROAD CANYON ROAD ¢ 46565 SHEETS
°o o - BEFORE Na. PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED I -
t AND STATE HIGHWAY 71,122.0 FEET w / PREPARED UNDER THE DIRECTION OF:
s r TY ENGINEER. -
mu ac! F THESE PLANS AND THE CI
NORTHWEST OF RAILROAD CANYON ROAD,�� � � � � �� � � � 7-zl lG � ��- � - � � � BY PREPA ER 0 T R 36118 L 0 T F F FILE No. � -- - --_
own, 6.0 FEET SOUTHWEST OF POWER POLE BRAD FACRELL,R -43920 DATE sO LIVE ,p��• �LTJ� � IS SCALE: SHEEt SPECIFIC TITLE SHEET
-
J .. .. 4 -1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 ..._. .... .. ... CHECKED _. CITY.ENGINEER ... .. lF �.CKlY1� �` -E. -, _ ,, - ., _ _, - ,-
�' MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: ��-
BARRY J.COWAN, CE-C46568 DATE DATE:
o o'o TOP OF CONRETE POST E-14-70. Coll at Nast 2■orking days prior to excavating. BY- !
.. ..... ._... .... .. ........__ ... ..._._. _. ..........._... ..._-----.._ ..._............. ............_..._. ..._..---.......... .......---"-........_.._._. .-" --....__. ._ _._-_ _.._-. _ - -__-._. _............. _._.. ._.... .... ...._._..._ _. .. - ..
i
� In
II � a
p
/ � �• 5,�1"t 5 1\e r}I; - tles NOTES TOTAL MAT
CONSTRUCTION
CONSTRUCT 3'AC OVER 6'CAB STRUCTURAL SECTION PER DETAIL SHLLI 2 TI ISO SF
ED
TOTAL ES I
�, : 'µ:.., 1 / �. �• �' � ;�'i� E is 1 �,ii ;;;ia:" N-' ,� � .. ., — O _
FENCING SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS
/""'/ '` _ - �' `�.�' (;.' /f � I `r- ^ / �-• - --� 31 APPLY HANDICAP PARKING PAVEMENT MARKING PER CALTRANS STD A24C 10 1 EA
APPLY BLUE 4-PARKING STRIPE 90 IF
INSTALL'IUNOICAP PARKING"SIGN AND'11NAUTHORQED VEHICLES-SIGN AND NAN ACCESSIBLE-SIGN AND 1 EA l
9250 MINIMUM FINE'SIGN PER CBC 116-502.6&CITY OF LAKE 0.SINORE STANDARDS
4 APPLY'NO PARKING'PAYEM£NT.MARKING 1 EA
REC CENTER ; . 1EA �.
INSTALL 6"BLUE PRECAST CONCRETE WHEEL STOP
NQ7E•
a BASE& SUBGRADE 70 8E COMPACTED
TO SOILS ENGINEER'S RECOMMENDATIONS. R, z
� _ G]
PRLLIMINdRY STRUCTURAL SECTION S3"AC/6"AB}
'r, ',, . „iPkp �','" �• �� I ! fri � � � 1. �/' IS 13ASED ON ASSUMED R-VALUE OF 30 AND Z
ljr4+�� ��.{\ �� p •f\ y / 7^' ''� FINISHED SURFACE/ TRAFFIC INDEX OF 5REDWOOD TOP OF N
�.�` 'r"/ '/ /�•<�, 11 '.(_I11•� "Y, "f7""._,? JAI/ti.7t `,ti`gl \��(�V .". ^ \ \ ,/ ,. ar >�1, `'...'f:. .�t HEADER 27(4"1 PER PLANEDWOOD HEADER
DJ
c
!° /p \ M� (-. "'.'"'"' `. '.�`°.� .!�l ,'. ey \}, ,.,,, •'"�' i_ ;T.- 3.0-AC(PG 64-10.GREENBOOK SPEC 703-6) c
jJ J i t 6.0"CRUSHED AGGREGATE BASE.(GREENBOOK SPEC 200-2.2)
s� .� \ � n —...�,_ 1 f r L::h:.,'• �ti>. y � E\/ r °../�, .•,.n-.,e c v
SUBGRADE(951 MIN RELATIVE
AC PAVING COMPACTION TO 1-FT MIN DEPTH)
.,,Sa t? ! �� v '�`�, "=x �:,a�-� �I I 1 f t�,f\„ � � ,�.i`,': 0.• �` � ��.\ �� �,-. ��s 11 �i � � N4 SCALE
B'SIDEWALK
�''k�� � %� 'r�yy .�. ' yr'" �' l�aa n�°'U-{... ff tr If �-� " •-r�4- ,� :rc', { y ' `
PAVEMENT SECTIONS
NO SCALE .F $
- ,/ Lf�' �i """7 l_' ``\ `'JY- .`� �� y �•` EXTEND.../C SEE DETAIL 1 DETECTABLE WARNINGSIRFACE
2.35"wt OF SIDEWALK
Af
r� 0 cloo0C.ill 001)o;;c.coe 0occe
o
��'�.. �"`'-�;�. lF,��""�:7r�(:/•' ,om Jx`--.�;._ ;.,,� - ? i' '�,w .+ 1111 _,�•-- -�..�i. '� ai �:r r,Ji;i � Oc Go C.G C C v Uo Qc Os O�c C U C C J
'
ptz
GOD 0000
1.
h { s ' .j \ � z/ \� ,PA , r I I
st
M
co 2C UO!� oumooi®��®® ®o®o
.0 j� o '
N m
-` --x... "• I �� 4. i i.)i: r} UUU:SCGU QU ®m®wocro @®oo
0 -COU 000000000 CC: a oo®MGo
)G C.C`C'vUCf OOC.
CiC;OC: vrJr
0C'00 I;C.JO00oCU 000 Al
C . PLAN
CCOC^OC) CO
- ... :; r— `4. - ""^^-•--^-L, _ - 'iy ('U 000 O C?O C C
1 N ;_ ,.,, t -•x-•-- - 'T I- 'v"""` °, ;,.�;,. _"''.."'.e;:"---,w-•-•.---' ._-._.-- I i I 4 J U _ 000c NOTES: -
_.
-._.
C°U O DETECTABLE WARNING SURFACE
"'*-+"•.--..z.7 ` 1 SHALL BE SUP RESISTANT AND CONSIST OF
MZ
N 1NLINL PATTERN OF RASED TRUNCATED DOMES
.,,,�-' — �9 -E - _ NYC .__.w """-"---•---,. ;-.,,,,_y �-T
DETAILDETECTABLE WARNING SURFACE SHALL
_
2 BE YELLOWCONFORMING TO FEDERAL IV,`�`' :,� ^�y-.�..,,y„� - '"`""=• __ � STANDARDS 595B TABLE ,COLOR N0.33538.
�"` �-----
\ / / .-•:-' r-,-�,. `�� �' ._ _.__ - v..,..,...x.�...�,... 0.20' 0.20" 0.45'
0.4�5'I
R=0.06"
R-G.D6'
100 50 0 "° °° 300 INDEX MAP
090
GRAPHIC SCALE 1"= 100' _ 0.90" '
N Z
v d m
`u
$ 0.060,
MIN
a o 0.25"MIN DIAMETER VENT HOLES O
a€ LEGEND SHEET INDEX MAP sralNLEss STEEL SPACING PER MANUFACTURED I B "� n
COMPOSITE
PROPOSED AC PAVING SECTION Al-Al SECTION Al-Al I$ cl
O THRU ® PRECISE GRADING 9; z
PROPOSED AGGREGATE BASE DETECTABLE WARNING SURFACE r
NO SCALE
S o PROPOSED PCC -
�ln b (5v 7�1Y/16 I I3
a o d-1a9as CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET , _
REVISIONS APPRV DATE SEALS 2 sOUIH POINrE DRIVE-SURE 275 ARE APPROXIMATE AND SHALL B£VERIFIED BY CONTRACTOR CITY O F LAKE E L S l N O R E
n o BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSI - LAKE FOREST,CA 92630 Z
a o ELEVATION: 1400.873(NGVD 29I - DIG ALERT - ;'Y11E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR (( 949seema7 PRIOR TO CONSTRUCTION. I -
- RIVERSIDE COUNTY DESIGNATION:E-14-10 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRECISE GRADING PLANS of
9 ry (FAX)949.56&0709 UNAUTHORIZED CHANGES,
THESE CANYON HILLS PHASE 8
m}N DESCRIPTION:2.7 MILES NORTHEAST ALONG o �, ENGINEERING CONfPA13Y .icgengin llb,- c"m
RAILROAD CANYON ROAD FROM THE Cam, BARRY J.COWAN ' CAUTIOSIBLTHE ENGINEER PREPARING THESE PLANS WILL NOT BE
' tPyo ]NIERSECTION OF RAILROAD CANYON ROAD _ BEFORE No. �fi1g° sn aced-aive,siae-sen wic onlwo.eeEen:sdd-sao.,nemo-rE«nEr-n,Qon R o% a PESPONSIBLEC RNLIAB TEO FOR E AUTHORIZED CHANGES TO THESE S v
A6568 LAN.ALL HA GES THES PLANS MUST BE APPROVED A SHEET t — . . .DOG P
_ EPARED UNDER THE DIRECTION OF: - i--_-
PR .. ... E CITY ENGINEER...
Ns AND THE _ LOT FF
-_ .. . . AND STATE HIGHWAY 71,122.0 FEET rou mG a - • TR 36118, u, � � ARER OF�TH
u U S NORTHWEST OF RAILROAD CANYON ROAD. �Z7 ." ..,.
6.0 FEET_50UTHWEST OF POWER POLE, .., .., ..._ :. BRAD FAGRELL,R e43320_. DATE ...,.,rj'l CIVL ��! _ .__ 7I1*ll�t� SCALE: SHEET SPECIFIC ,,,,,,,,,,, ,, _,._._. ..._-_ -.INDEX..MAP.. - . . ... R .. I j,�._.,,,,,_.,..,,,.,y
Q r e1853732E,LO FEET NORTHEAST OF A I-800-227-2600---- CITY ENGINEER- - -- f i�'
MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAu - DATE DATE:
DESIGNED BY. DRAWN BY: BY: BARR WAN,RCE C46568
00o TOP OF CONRETE POST E-14-70. Cd at East 2 working days prior to excavatln9• .. .... ..._ _.. .. .. .-. .... .. .. ..
a
im' m
In
CONSTRUCTION NOTES
O7 CONSTRUCT 3'AC OVER G'CAB STRUCTURAL SECTION PER DETAIL SHEET 2 // r, ;, -___._-_.._.. ..__.........-____-.._._,_„�__-- -.--t• --�- -
Q2 CONSTRUCT 4'CLASS B CONCRETE SURFACING.SEE LANDSCAPE PLANS FOR DETAILS _-
0 FENCING SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS
-0-APP*4l,ANDICAP_pARK 4C t0 / ' ! .___,.....-•- -•-_.. .__._�.-� _ _-._.._ --. - -�_ -- -- --'
® APPLY BLUE 4-PARKING STRIPE
® INSTALL'HANDICAP PARKING-SIGN AND'UNAUTHORIZED VEHICLES-SIGN AND'VAN ACCESSIBLE-SIGN AND �--•• j�'-j Vf- -"- - -�-�-
Y250 MINIMUM FINE'S1GN PER CBC 118-502.6& CITY OF LAKE ELSINORE STANDARDS ✓"'"'r j % / � � `_ ( rj- _r
® APPLY'NO PARKING"PAVEMENT MARKING - -.--lA/'7 �' f rrl J f I -""`.---"--•fr'^
® W
INSTALL VEILUE PRECAST CONCRETE MHEEL STOP
;! / TASSEL WAY
tso lT- - �- _�� �' +50
21
/'�/ /Y ; J / \\ 5 -'-;• . CT'� t--g-: 1 �, I 1,1 , � T^ r �r F g
zr-
✓ %/ ,� j "��_s. \ i \ i i 1 s- - �i__- -._ 1, fin. 0
/••% %i i / ''� .�-"f....+."-�-. �'.1.. � j T � ,�.j� ' �% 'I N L. �I, 1 -'._-..."-'__ to i� c
FL 1406.43 '� ft '1
FL 1407.12 f m
' t
r•r T✓ 1",,..•^'�'` 'yc,/( / ___'------- A-SP2'45" FS 1405.15 - - - ---- •,� ! z
i
.'vim,.-.) •1; C vp , / y,• yr,.,.�-- r _ I-,,i, ..:FS 1405.30 FS 1406.64 ,Y7,7`.:.� - p - -.r
THREE(3)6"STEPS a�
FS MAY
- -- -- _
/' . / _"✓"`� � FS 1406.80 110T FS T.
FS 1407
i
y /, , _p8p�.- •- � 3 ,40 _
! J,r�-`/ -.-•- -'r�-"� .-- 1 FG 1408.0 FS t406.92 r-. 1.5`X-' R_10' GAA�OE BREAX FS 1907.66
\, i ONE(1)6 5"STEP 4
---' �..-..•"""r-_-....----'", FS N(17.47 FS 140724 t 1t g s tr^• �-,�r• ��y -.�7-"--.�.� � - v-'
1408.1 -^' �y ETECTABLE WARNING HEADER
FC
a3� URFACE PER DETAIL ;gt ^�.:gt:•.•
N4t02'04'£ � EET I �- Et..:;:' ..,r...
-•UKi1T 0� - d9l FS 140159. 1�}({7 t :: r FS 1407.76
c 3.'3r '-- .._., .+'',./.ems
GRADING "'✓' FS 1407 76 . Q2 - LOX �•. ; '""r,. L FL�0
3' 7' SEAT WALL PER •-�^' -cc 1407 m " •� FS 1407.62 /.•;'"
l// /'mil / / p•1 L• ANDSCAPE PLANS :
✓ f / {B. o � FS 14Q7.5i•:. R
.. is � .�•. .._..----.^.
'rJ/: ',. / r„.i r,.,.R. '•
FS 1407.67 FG 1407.7 e°_:S E EP/REDWOOD
ia[ s:•: .r;:::::::::«: HEADER / •,,/
r f
„pea'.::;;;;,,;= °z1;^2 FS 14DTb7 / CONCRETE DITCH PER TR 361f7&
FG 1408.1 -�• � ® EP/REDWOOD ;;..:...... /
,••''•" / / 3 FS 140T.81 HEADER .aiiiS?'•": _•.•........ / 36118 ROUGH GRAD NG-PLANS
D •'_...>! -
,r''� / ; / f// •'" /+,a�� FST� .. �14 FS 07. .44 O
.. Ik
J / / r FS 140TS5 E11REDWO OI H U {{
' / •/- - .,- SEAT WALL PER ;�'i/'HEADER
;FG 140&0
/ �. Tc`� LANDSCAPE PLANS �' Z
1 �Y j SURFACING PER f ' FL H06.5 /�LOT GG -' ''y z
SURFACING PER LANDSCAPE PLANS r ,f TR 3611 S a
' LANDSCAPE PLANS
FS 1407.66 / 3 W
rn
F [ •FS 1407.59
FS 1407.3FG 140T.2
FG 1407.3
FS 1407.26
LOT GG 3
`
/ I i FG 1407.0
i� TR36116 .. /
ij3( I
j LIMIT OF
b j GRADE G . FS 1407.12 - ✓% /FL
� r /
36118 ROUGH GRADIN PRA61 �
"� 4 ,r _ f - -'��• "/!-.,.tom 36118 ROUGH GRADING PLANS
CONCRETE DITCH PER TR 36117&
/ �.-gyp% /% •^".ter•'`
Y \ lw SURFACING PER .,• 3 /, ter/ I '
o \\` LANDSCAPE PLANS - /'� - I f/ 1 / j // / I B G
3
FG 1407S
G/ j.gig. G�!
03
10 5 0 10 20 30 I m m
g 41o�i O� 7i2� l� SEESHEET4
g o GRAPHIC SCALE 1w= 10, a-t 4905 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS CITY O F LAKE E L S I N O R E s"3 T
$ BENCH MARK REVISIONS APPRV LATE SEAL: z SOUTH POINTE DRIVE•SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH p W:E FOREST,CA 9267a PRIOR TO CONSTRUCTION.
n ELEVATION:7400.873(NCVD 291 DIG ALERT 1-TEE APPROPRIATE CONDITIONS OF OEVELOPMENI AND/OR ( a._- ) 949sa8.0707 PRECISE
GRADING PLANS OF
- RIVERSIDE COUNTY DESIGNATION:E-14-7D t
CITY AND STATE LAWS,AND A PERMIT CAN 8E ISSUED. �•3 - (FAX)949581t.07o9 UNAUTHORIZED CHANGEB�
DESCRIPTION:2.7 MILES NORTHEAST ALONG ENCIINEERING COMPANY rickenginee,ing.com C A N Y 0 N HILLS PHASE 8 rj
RAILROAD CANYON ROAD FROM THE CALL Y' o. U.COWAN in CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
INTERSECTION OF RAILROAD CANYON ROAD e`•�7 A or.ng. San Diego-givcrvde-SanWisObbpu-Bakersliek-Sazramema-Phoenu-Tunun RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE DOG PARK •
65 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS
w7 m AND STATE HIGHWAY 71,1Z2A FEET Boo n[ 7 27� �• * PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T F F FILE NO. w
. ,c NORTHWEST OF RAILROAD CANYON ROAD, - SCALE. - ---.
o o'" 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RC 43920 DATE Jp'r CIVIL a! -^ 7�/'�fzo�� SHEET SPECIFIC PRECISE GRADING
-1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 CHECKED CRY ENGINEER P OF CAUL DATE DATE: �� t
' 0 7 MARKER POST.A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: BY. BARRY J.C WAN,RCE "C46568
.. moo IDP__OF.._.CONRETE POST E-14_70,.. CBII at bast 2 working days prior to moovating. "-----...- --- -- ---"--- ------------ --..--- ------------ '---- -------- -------------'-----'-'------------------- -----_- _--------- -- -------.
w
1
m
m
Iv� �
I =
CONSTRUCTION NOTES
_O1 ._SONSlBUCT 3'AC OVER 6"CAB STRUCTURAL SECTION PER DETAIL SHEET 2
20 CONSTRUCT 4'CLASS B CONCRETE SURFACING.SEE LANDSCAPE PLANS FOR DETAILS
3O FENCING SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS -'"' '•4�'J-- Jr y`,.--.r""�' .�.. _""r rA 1' _ I, �.1�"� !
31 APPLY HANDICAP PARKING PAVEMENT MARKING PER CALTRANS STD A24C 10 ---"`- '• CONCRETEE. DITCH Pf TR 36117&
® �_-..•-•- �`,•,..--� .} `-- - -38118 i�� J.�.,,.-.•----"' I j i _j I.
APPLY BLUE 4-PARKING STRIPE �"�--_ ROUGH GRADING PLANS t -
®3 INSTALL'HANDICAP PARKING-SIGN AND'UNAUTHORIZED VEHICLES'SIGN AND'VAN ACCESSIBLE"SIGN ANDa.•�,..----
1250 MINIMUM FINE'SIGN PER C8C 11B-502.6&CITY OF LAKE ELSWORE STANDARDS ���
3� APPLY'NO PARKING'PAVEMENT MARKING i-- l- -^`---' 7 _ - +, ------- - - ••J
Q INSTALL 6'5LUE PRECAST CONCRETE WHEEL STOP
cl
LOT GG �.,,
1, -"'•y_r 'C CISN BETE DITCH PER TR 3611T&
TR 3611 a ;,_. 36118 ROUGH GRADING PLANS z
LIMIT OF ^' .,�- r -FG 1404.1 f ! ` 0
- .... �'�.,. GRADING
C[.. FL T404D
' �`Y'I(8•`"'•-<^`` 36118 ROUGH GRADING PLANS -
. ��...�
FLk05D FG 1405Abl
3 ^` 4"`_•.�, __._-_ _._.- ----••-.`..".__--_- LIMIT OF
GRADINGSURFACING PER
I ( r
'- LANDSCAPE PLANS
I` F LIMIT Of!
W _ \\ �f' GRADIN¢ i,
W \ SURFACING PER I i I
- N LANDSCAPE PLANS
Lu
W >j
D
SURFACING PER / % f V' �<ti r�+' r ` C
LANDSCAPE PLANS �FG 1405.0 j �. �' - z
EARTHEN BERM IH=YI f r' 4� 3
PER TR 36117 & 36118 �,�• jif i U i m
ROUGH GRADING PLANS �'f? N g m
\ •O / LOT'GG l /'
TR 36118
' 3 N 2S09w N 4 FC 1405.5
\� 2 g4'W _�- ]E� -_._-- ---- --.._ ..------"- - --• -_. .— .� _._...---•- ---...-._...-- --•-- - 2.00 OB 3
- LIMIT OF- -_- -- - FG 1406 5 f FG 1406.0--
2T'p3" 6g' r RADING' - / GRADING A ti % !'
j o Q FG 1407.0 \� \ N 1 '�' + /` I i t
d,
4-9
- - ---=r-— ____ViDo
/ 1\ LOTGG �---__ mr3anw FC1405.7
o v• TR 36118 LOZDD f'
TRIM 18
m d I '..""'.,.�^.,,�,� �...-� - ^\ `'i ; f ram.•' %f / `'/�/` '' % `��, z
ff
0.C
10 s 0 10 20 30 --�,.'1 r-- .._...-_ _..-..- . •�.. ..... .�._>>C / I m 3
m
a a10A OV -7izi/16
S GRAPHIC SCALE 1"= 10' -14905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET
REVISIONS APPRV DATE SEAL: -- 2 SOLFIH POI DRNE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a
BENCH MARK: DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESy D IAKEFOREST,CA926w PRIOR TO CONSTRUCTION. 4
ELEVATION:1400.873 INGVD 291 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 949.588.0707 PRECISE GRADING PLANS OF
RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,� (FAX)949SB8.07a9 r
DESCRIPTION:2,T MILES NORTHEAST ALONG o ENGINEEAINGCOMPANY r:cre"a+"e.r�"s=gym UNAUTHORIZED CHANGES
BARRY J.COWAN ;`, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 .I
0
5
r
rsvde-San Luis oes -6akc„seu_sa-." r:m.vnoeo�-wc+o"
^ � RAILROAD CANYON ROAD FROM THE CALL '-
� A pr.rse sa"oieeo-wve co RESPON98LE OR LIABLE FOR UNAUTHORIZED CHANGES TO THES DOG P SHEETS I i'"
INTERSECTION OF RAILROAD CANYON ROAD - No, 46568 ALL CHANGES TO THESE PLANS MUST BE APPROVED
AND STATE HIGHWAY 71,122.0 FEET Eras m - PREPARED UNDER THE DIRECTION OF. _ _
7-27-1& * * PRE A NDE CTIO BY THEPREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 L 0 T F F FILE N0. e ..`
NORTHWEST OF.RAILROAD CANYON ROAD. .... .- .. ..q- ...... .. . . .. .. ...... .... .. -
&oti 6.0 FEET SOUTHWEST OF POWER POLE BRAD FACRELL,ft "43920 DATE Jj'r CIVIC ��! 74_R � 7� T SCALE: SHEET SPECIFIC PRECISE GRADING R I
•'1853132E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED CITY ENGINEER f OF CMV 7 [a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BYr By, BARRY J.COWAN.RCE oC46568 DATE DATE: -
0 0 o TOP OF CON E7E POST E-14-70. CaR at Mast 2 working days Drlor to eecavating. EE
V FJ
I
_ - - -
ice
Ell
EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES t
1. All erosion control plans shal I be In accordance with City of 1. The developer and his contractor o are rSWVponstble for 17 MIN
Lake Elsinore Ordinance Nos. 529. 772. 802. 882, 1004. 1258. implementation and maintenance of the SWPPP-approved. a`-
crostructicn site Best Management Practices (BKP's), and standards pro-qualified BMP'a from the California Storm water Quality „ „
outlined within the Lake Elsinore Design Manual Assoclatlon(CASQAI handbook/website far construct[ to •'
retain sediments from areas disturbed onsite to the maximum - ]VERSION RIDGE �,f % • ' .....
�.�he�aveloper/contractor__Ues�aponsiblg�nr�gy�ISclLar�es b extent r_acticable. Th_e erosion control measures include those
subcontractors. y shown on this-plan and applicable SWPPP-as--well as any
additional erosion control measures(e.g.. hydroseeding, i' ' ; ``• ��`�f, ,� /�r f;r h,
3. In case of emergency. call Robert Skands (responsible person) mulching of straw. gravel-bagging, diversion ditches. retention SECTION C-C -
at (9511 545 J858 124hoar phone rummer). basins, etc.) dictated by field conditions to prevent erosion
and/or the introduction of dirt. m)d or debris into existing NO SCALE
4. Devices to reduce erosion damage shall not be placed moved or public streets and/or onto adjacent properties during ANY phase
modified without the approval of the Director of Public Works or, of construction operations. /
In an emergency. by the person responsible for grading /� /
operations. 2. Storm Water Pollution Prevention Plan(SWPPP) shall be kept CORRUGATED ✓ \ (,
r �F .I { Jr/� / }
on-site and made available upon request of a representative of STEEL PANELS ( //'�� r t f � /
5. Areas that are cleared and graded shall be limited to only the the Regional Water QualityControl Board (RWOCB) -Santa AnaI-
portion of the site that is necessary for construction. The Region and/or the City ofLake Elsinore. •.,,y33yyaTs,•a ( y f _ - ' , f !• /// r ��•`��_
constructfon site shall be managed to minimize the exposure time FILTER FABRICf•. �� j ��// t ,,r 9 ��f I ft/� j
a disturbed soil areas through phasing and scheduling of 3. Construction sites shall be maintained in such a condition that NATIVE �` "�`' / 1
grading and the use of temporary and permanent loll an antfclpate0 stormdoes not carry wastes or pollutants off the , r' i ,// / ;e,":, c"t - I - ,._5•_- I / ll •t i
ataDi lizatlon. site. Discharges of notarial other than storm water Inan-storm �2"1T1IC1C--3"70 6"COARSE AGGREGATE f y�. s ;. at~f1 `"-7:;t ,
water) are prohibited except as authorized by an Individual - / r /,1 as r I ff� O
6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten WOES permit under the statewide General Permit-Construction J /s, �•>;ra r :{ i r rf u(
(10) feet In height (temporary or permanent) shall be stabilized Activity. SECTION B-B - � ,cr(] � _ ref r! r'�rr ,t§".}�raaF I i �!.� I {� '{ •-/( .tit r �� � y i"�
if they will not be worked within 7 days. During the storm season. NO SCALE f ff r rf' /rt - '�t I l I I 1 ` I t'•r' ��•l '•�
all slopes shall be stabilized 24 hours prior to a predicted 4. Potential pollutants include but are not limited to: solid or �` s f ` L 1g
storm event. Construction sites shall be revegetated as curly as liquid chemical spills; wastes from paints. stains. sealants. _ ,u:s„:;».;s..0•�.'*w• aaa]• �e VVV y 4 I _� 2_
feasible after soil disturbance and within pays of completion. solvents. detergents, glues. lime. pesticides. herbi0 Id.
s. _ / :'• '••••'is - 1 111 1
fertilizers. wood preservatives. and asbestos fibers. paint � �% �/ � ,`' �. i =�,rcr � •3Fa' �u£at a � I- �,,g I to ,� f €�7 T. FIII slopes at the tract perimeter must drain away from the top flakes or stucco fragments: fuels, oils lubricants. and
Of the slope at the conclusion of each working day. hydraulic, radiator or battery fluid: concrete and related /jj r;' stt I u 50 i. z-�
cutting or wring residues. flcatable wastesi wastes from - 12"THICK - 3"TO 6'COARSE AGGREGATE HIM
B. The contractor shall be responsible and have signs pasted on the engine/equipment steam cleaning ar chemical degreasing: wastes --- g- i'v i\ ` '•�_
r public Ines ass into areas where water is from street cleaning: and super�hlorinated po able water from - ,� ,k,;7 .1 u"a'f.f;.i ,.•,;_s; ,,;�; r)' M.
_ \ "
d
apounded. materials should occur In a specified and controlled temporary NATIVE
ff / 1 ='Etiws,''s:; e: iE:siis�"=Farr`•'s-•„'•m•'� k`'� \ \� - y -
9. Dust shall be controlled by watering or other methods approved area orrsite physically separated from potantlal storm water j /., ��: •, - p; g; ;;ti. ?i? :e;a •ss�a^;.,..i}
by the City Engineer• runoff. with ultimate disposal in accordance with local. state ,y %, w
and federal requirements. SECTION A-A y ", i r•..-_•... z
10.Plocement of devices to reduce erosion damage within the - / i \
development shall be shown on the approved plan. S. Runoff from equipment and vehicle rushing$hal I be contained at °::::rv;
construction site and most not be discharged to receiving waters NO SCALE Y r r r /r .'�g; i:===;=-:ha;•:::a� •--•-„i-:I»`••��=^�' E
11.Desilting facilities at all drainage inlets for the graded site or the local storm drain system. g ! r
shall be&signed for a twenty-five (251 year. six,16)hour storm 'f ii/ ;I' 1 1 Iji �.. sz'- i M ss:s,y:irs +ry \ l'�\ `•��\
Intensity. They must be detailed an the plans• Desgn and
6. Appropriate BMPs far cons+ructlon-related materials, wastes,
ress•s
specific recommendations shall be submitted for the following: spills or residues shall be implemented to eliminate or reduce \�1 l J,,G.. .\ ,x
transport from the siteto streets, drainage facilities, or t -
a) Desilting basin volume based on gradient and nature of soils. adjoining properties by wind or runoff. - S0, a�- y`R=a 'M=s g i�,s R-
MIN, I _ _
b) The temporaryt of soilall stabbilization measures.ded areas and entifioation of any 7. toonK. plrtablegtoilets, liquids, gels areas aand powders be shallhave / C 29`MW 1 tryir'�>'� ' I"'�•��v.. r mtp l �-..sal et qp; , r �"
secondarycontainment and be stared away from al I private/ C+ jj ¢.•«r t •••••-
c) Size of desliting basin cutlet pipe and overflow. public storm water conveyance system. sidewalks. ri is-of-was P B :.
Y Y 9h Y ':i;• B - � ,...:ar..srec::s v N .I \ r ontl flow lines. j \ n5= t , $ °id.::»a.•:::a:s:=lulu.:;?:'r.;3ap Z,
d) Dike requirements. Show minimum wall width, slope of walls. qQi {)' •'.•`.' „• r A ! ,.t \ ;;;; •;:.»z;;.aki11,:::;;:;jl::;:,:,,.-\ \C`j ,r ,
percent compaction, etc. 8. All portable mixers shall have plastic liners underneath with �'F" .„ ...,..:'.'... l �i ii:[ :i's�x::a:?ri:;: Ni :>a:=:''v= '^».` T• ., �
gravel bags Places on the downhill side of the liners to � .. �� ! � 1 r .. '' •,r«,�r:r.;_»r:i:;^:.pgpii ;;;el;;;;i»;�.�.. ��- :,,, :'�•�
e) Outlet conditions from the dsi lting basin shall not exceed contain discharges. Y` .¢i f� '�" \•, , •:; =,';;,.:;s^sc.:i:: ,:;;:.,•.. \
downstream limitations. with the exception aF overflow. which is N.
to be designed to provide capacity of 1.5 times the maximum 9. Controlled street washing will only be allowed prior to the
COARSE AGGREGATE t 1 \ �•. r'u?:::Eijg?g;i?'s.:„:-ct,x:,• fi ^�iy„ .
design flow. application of asphalt seal coats and only When all pertinent 3"TO 6" A f f _ 'I ':kit;;„9;;;;;?¢ii?:::s.;;;;;,:;:�;pp u:.... l\\ ,r' �•
CORRUGATED + 4 �' „'••r:;,...lee:v:::::;a.;:;:;:;8:3e.?]izE3::.. ��.
drainage inlets are protected. - FILTER •L-- y f - il.. 'T3a?;?r,:i;:?•;:„ °i;: i;:c:;:e:.;:- j
12.Necessary materials small be available on
and at convenient STEEL PANELS 1'1� i ('•-� } J7 .`� \ ., s^ e:«,,: --"':z:„z::,;:p---•-•q}cd;,,
locations to facilitate rapid,construction of temporary devices f0.All construction contactors and subcontractor personnel are to FABRIC �H1 l, 3! i . .��:..,,>., ;r•aiCai_. :;;� ,„;g;rt}''Y,?i$;=•a, a
or to repair any damaged erosion control measures when a 50% be made aware of the required BMPs and good housekeeping measures e ____ a•: ��i""w �''/ \ �-
1 a zCu r
chanas or greater of rain within-a 48 hour period is forecast for the roject site cud any associated construction staging ! .,. ,; `,, \ i;,y.?;;z.., ,•r.::,r•,.a.
P I NOTE.FUNCTION OF ENTRANCE TO BE CONTINUOUSLY EVALUTATED o- 1--�'i"i \�... ...•r..: -r I ••-F;;:;:.,a•, `i���i,, �+ O
far Lake Elsinore by the National Oceanic and Atmospheric Agency areas.- DURING OPERATIONS. WIDTH AND LENGTH OF ENTRANCE TO BE ,,,, m :[i 1 - 'e;a. '. •u:a•t::;., F a.=^=C•,•-•-;;: ' = I n$
(NOAA1. - ,: ...f,.k:. ..,�.,. 'i...•ss•,:::.ef'; f:.:i:s:W:?is,„":«•::,:ate",,,, 7J
INCREASED AS NECESSARY TO ACCOMODATE ANTICIPATED TRAFFIC. �'�' r W -q : . st;'t.ry a•r: x.fir »,;:•.-,. ! �� D
11.Discharging contaminated groundwater Produced by dewaterin9 ' � �% "? :�;°�`� "`^- \":si Y=:,E, ".:5:=-51 "�•'"=„" --'"• 'f \. ���
I 1 . .._::... :
- 13.BMP's shall be maintained and inspected daily. All removable � groundwater that has Infiltrated Into the construction siteis / � : s,�„;;y.�-�?ei�.:uµ, „/ a� 5
rotective erosion control devices shown shall be in place at rahibited. Olschargtng man contaminated groundwater produced by PER TC 1 Type 2 (TR-9 i, Zt, i. •-�„ g
P P (www.cabmphandbooks.com)CASOA ,% / . •`j�' r. _, »•:i3„3?f:;i»''.ram � - �� R n Z
the end of each working day when the five(5) day rain probability dewatering activities may require a National Pollutant J1 1 .�"o "•_ .1.. .r / ,..- ,,15„ e Gl
forecast exceeds fifty percent (50%).- -Discharge Elimination System(NPDES) permit from the Regional • .�<�a :`•` /" � €' Z
Water Quality Contra) Board. :1 V 'rM"• / `�� m
14.After a raInstorou all project generated silt and debris shall STABILIZED CONSTRUCTION ENTRANCE/EXIT .r �/r//% �ii='i';! `� \\, /.,.�/7 � - c
be removed from check bermes, onsite public drains and pipes, 12.Storm water runoff shall not be directed over any slopes without NO SCALE }'t?•;i �
drains and pipes of adjacent properties and desalting basins and permanent down drains Installed. Erosion and sediment controls ,% r
v ", /;. // t /ice �. 3 W
the basins pumped dry, Any graded slope BMP's damaged during a including maintenance are required on al I exposed slopes until ,art"�'i��x J , /� �',--•�_„•./,,�:�'� `� W- m
rainstorm shall also be immediately repaired. Failure toprovide sufficient permanent landscaping has been established. 100%
t 1 __-
effsotive maintenance may result in penalties. slope protection must be in place prior to the Issuance of theti� I-final or
of occupancy.
15.01scharging of contaminated soils via surface erosion is - •k.,%% '/tf� t � +;, J
prohibited. 13.Vegetation clearing and brushing activities shall not be
Initiated during the wet season on any sites which are not
�J
16.Construction access points shall be stabilized with a adequately protected with desililrg basins or other temporary ` J!•:`��;�F;,w^d�;Y'- _� �_,�
combination of rock and shaker plates year-round to prevent drainage or control measures.
track-out. Routine street sweeping shall be performed on all
paved streets where tracking Is observed. Vacuum sweepers shall 14.Stockpiles of soil shall be properly secured with BMP's to
be used when street sweeping becomes ineffective. 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 covered; active stockpiles shall be covered
prior to a forecasted rain.
15.Special attention shall be given to preparation and
n Installation of the Rain Event Action Plan (REAP) as required
based an site Risk Level or as mandated by the Santa Ana Regional SILT FABRIC
Board NPDES Permit. General Permit-Construction Activities.
n
16.At the end of each day of construotion activity. all construction 2'TO 5' N
debris and waste materials shal I be collected and properly 2"X2'STAKES TOE OF SLOPE CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES
disposed of in trash Cc recycle bins.
o� o
n 17.This site has obtained a National Pollution Prevention TACKIFIER 36,200 SF
Elimination System (NPDES)permit to regulate municipal and
industrial storm water discharges. , - 51 SILT FENCE PER DETAIL ON SHEET 5 L130 LF
NPDES WDID#8-33062205 DATE WDID ISSUED: 10/10/2011 ® I.
52 STABILIZED PER DETAIL ON SHEET 5 1 EA
The undersigned civil engineer, a qualified QSP and/or QSD will CONSTRUCTION ENTRANC
18- 136 X6"TRENCH WITH
review placement erosion control and Insure that wok is in TAMPED BACKFILL I
73
ti_ accordance with thehe approved plans. D
8�
m m (Signature)(License No.)(Exp)(Date) as zo c ao so tzo Z
TYPICAL SECTION SILT FENCE (CASQA SE-1) C
NO SCALE GRAPHIC SCALE 1"= 40' m
Cbb AV 7.-2.1/J
REVISIONS - APPRV DATE SEAL; ;7 z SOUTH PaINRE DRIVE-SUITE 275 -i nsosc ARET APPROXIMATE IOiL NAND OF SHALLNBEUVERIFIED BY CONTRACTOR CITY O F LAKTILITIES ON THESE PLANSE E L S I N O R E SHEET I n
$ ELEVATION:BENCFIB73MARK: DIG ALERT - e I ESE PEA S HAVE BEEN APPROPRIATE CONDITIONSREVIEWED
EOF DEVELOPMENT ANCD/ORTH (� OMq ]! ;.:;] LA FpxEST•c�`9zs3o PRIOR TO CONSTRUCTION. 5
RIVERSIDE COUNTY 3(NCVAUON:E-74-70 / 11�1 1 949.See.0707 PRECISE GRADING PLANS
i cs A CITY AND STATE LAWS. A PERMIT CAN BE ISSUED. - (FA:g949.588.0709 UNAUTHORIZED CHANGEON OF
a DESCRIPTION:2.7 MILES NORTHEAST ALONG v` ` ENcsNe6suN0 COMPANY .e�kengineerenH�rsm
RAILROAD CANYON ROAD FROM THE GALL ,�BARRY J.COWAN � CAUTION:THE ENGINEER PREPARING�THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 5 �
EQ INTERSECTION OF RAILROAD CANYON ROAD o,.nge San Diego-Rrversww-San Wis Obispa.Hakcrsf Id-Saoamenro-Ehoenia-7uoon P F
m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS
46568 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED DOG G PARK
AND STATE HIGHWAY OTil,A 12 A ON BEFORE No. PREPARED UNDER THE DIRECTION OF: -
N NORTHWEST OF RAILROAD CANYON ROAD, You ale. 7-Z'I�{j * � " � BY THE PREPARER OF THESE PLANS AND THE CITY ENGWEER. TR 36118 - LOT FF FILE No.
0 6.0 FELT$OUTNWEST OF POWER POLE BRAD FAGRELL,RC g43920 BATE u} -CIVIL �� //�,,g� SCALE SHEET SPECIFIC
g1853732E,LO FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER �Tf (a `�eie'--g q ��! EROSION CONTROL
7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CAU v
o S o TOP OF CONRETE POST E-14-10. Cal at bast 2 working days Drlor is excavating. BY: BARRY J.COWAN,RCE C46568 DATE DATE: I I -_
/
............ ......... ....