HomeMy WebLinkAboutTr 25476 PG Plan GENERAL NOTES E R T
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE CALIFORNIAMUNICIPAL CODE CHAPTER 15.72 CITY OF LAKE ELSINORE
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE 2007 FORIA UNIFORM BUILDING CODE.
PROJECT SITE
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. <NFDIAL Two WORKING NM
BEFORE DAYS BEFORE $,
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3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT I r
1-800-422-4133 48 HOURS PRIOR TO GRADING. TOLL FREE I-Boo-azz-alga
PRECISE RADIN PLAN AR°BGSERNGEBY IF
4 THE
CONTRACTOR
SHALL
NOTIFY
THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24)HOURS IN ADVANCE OF UNDERGROUND SERVICE ALERT i
I
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPORVED BY THE CITY ENGINEER. 1 ,yk'
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND
SHALL BE SHOWN ON THE PLAN. s.,T o`' I -L
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. TRACT NOm 25476
s �S
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER a,nnow�Uj°"xow
A.S.T.M. D-1557-70 TEST METHOD. VICINITY MAP
N.T.S.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING LOTS 1 - 14 , 18 - 2 5 , 18 9 - 2 01 & 214 — 2 2 1 SEC. 7,19 29 HOMA INSPECTOR BR
ALL FILLDAND TE BY THE SOILS BE CLEAN
R.EARROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. PAGE 836,F-7,1999 THOMAVICINITY MAP
S.MAP
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
N.T.S.
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN W"PER FOOT FOR A
MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE.
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10',
AND 2% IF CUT OR FILL IS GREATER THAN 10', DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5,DEEP AND
--
CONSTRUCTED AMINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. FSHEET 3 _ _SHEE_T5 --
13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5' HIGH. 1 I r 222 249 0 290 a7 ,
S EET 4 1l 1 62 1 63 1 64 I 15 16 17 18 19 20 I 1 250 251252 253254 r =14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. I NNTRY BAY S REET 223 248 SYPLEX SM_ W288sr$1 -Bs.z• iD-B s.r15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 11107 165 213za6 255256 57 z5g 259 287 °' F s -B I IA-B s2 70-B7 '155 108 105 166 "'I 212 225 N 286 Ar L_ ri6.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL ll6245 N 2sa 63262261 I
I t5 I 154 109 104 167 2i4 J 226 26°2 285
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS
OF THE SOIL i 1�3 110 703 168 210 1 '�j 227 iRORrca[STREET 284
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 30 29 zs z7 a6 zs x o ts2 n1 1oz 169 2D9 I 228 2aa 267 2g3
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. p 1s nz 1D1 no ,ypg 202 1 sz9 Y43 zss 26s 26a zgz __ __ __ _ __
BELLE 1515 COURT 100 171 I 203 h
207 04 { = 230 a' 242 269 281
18.THE PRELIMINARY SOILS AND GEOLOGIC REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES, INC. DATED OCTOBER 20,2004; 5, 113 1 ,
ROUGH GRADING REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES DATED NOVEMBER 28, 2006; 31 32 33 34 35 36 148 pE��
37 149 114 99 172 y�N 206 Eg1P�5 188 231e 241 7 72 271 270 280
AND GEOTECHNICAL REVIEW PREPARED BY PETRA GEOTECHNICAL INC. DATED MAY 28,2010. 115 gg 173 —48 Y40 7 279 S191—RINCON S21D—DANIEL S21C—CHAD S265—TOPAZ S21 A—ALISON S27D—DEVON
F cY 205 186 232 °$ STRE
Z 116 97 t74 185 e oDYssD' 27a 1 STORY 1 STORY 2 STORY 2 STORY 2 STORY 2 STORY
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. a2 a1 ao 39 38 147 239 77
WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. 117 W 96 175
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE G Rp5'SACNET UNE tab 3 183184 Y343 > 273 27a 275 276 TYPICAL BUILDING FOOTPRINTS
ADJACENT GROUND SHALL BE GIVEN. so s1 145 119 > 94 176 180 181182 235 y��y
43 44 SOILS ENGINEER NOTIFICATIONS
49 52 144 177 179 236
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 1zo 93 ng
45 48 53 143 "' 237 PETRA GEOTECHNICAL NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT(48)
ANY CONSTRUCTION/GRADING. 121 92
3185 A AIRWAY HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
46 47 54 , 112 122 91 238 COSTA MESA, CA 92626 CITY OF LAKE ELSINORE 1-951-674-3125
21, STABILITY CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ss 141 (714) 549-8921
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. s9 58 123 90 UNDERGROUND SERVICE ALERT(USA) 1-800-227-2600
60 57 56 "° 124 89 OWNER/DEVELOPER 22, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �2 139 125 88
ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146
23, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND 61 °�•Pr 138 126 RICHMOND AMERICAN HOMES SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS 62 63 64 3 137 1z7 87 5171 CALIFORNIA AVENUE, STE 120 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 136 128 se 949), CA 92617
65 � 135 85 INDEX MAP (949) 467-2606 MEDIA ONE CABLE TV 1-951-674-7741
24 AH SHOULDTE SOILS ENGINEER INSPECT THE
CONSTRUCTION
OTION BE BACK FILLLLOWING 83
STAGES:
OF ALLUVIAL,COLLUVIAL AND 66 134 130 9 4 UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND FORE ENGINEER'S NOTICE
TERRACED AREAS AND ANY SUBSTRUCTURES. °' Yo 133 13 82 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. LOT 67 68 69 70 71 ASXRFAT 13, 81 DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 72 73 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 74 80 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
75 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH RIN A ICE PLANT AT 12" C CENTERS OR ANOTHER 76 77 79 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER,SHALL BE PLANTED 7g
WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREE 2.ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR
20'ON CENTER; COMBINATIONS 15'ON CENTER SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. IMPROVEEARTHWORK ESTIMATE R SULT NGE FROM TS AGREES
EXISTENCE OF UND RGROUND UTILITIES THE
STRUCTUR LD SE NOT ARMLESS RE PORT DO OR 1INDIICATEDE ON PUBLIC
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 3,225 CYS. CUT RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED
ADJOINING PROPERTIES DURING THE GRADING PROJECT. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT
BENCHMARK DESCRIPTION 0 CYS. FILL THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON CONCERNED BEFORE STARTING WORK.
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. USC AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38
FEET WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FEET SOUTH OF POWER POLE LEGEND OF ABBREVIATIONS & SYMBOLS 3.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO
28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 19319 CWT. OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
T.C. TOP OF CURB (TOO)_ EXIST.CONTOUR PREPARER OF THESE PLANS.
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. F.L. FLOWLINE ELEV. —TOO— PROP.CONTOUR
30.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ELEVATION 1425.76 NAVD 88 T.G. TOP OF GRATE PROPERTY LINE 4. QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. G.B. GRADE BREAK IDIIII(�IIIIIIIII(�IIIIII DAYLIGHT LINE
EROSION CONTROL GENERAL NOTES F.G. FINISH GRADE 27 SHEET FLOW RATE PRIVATE ENGINEER'S NOTE TO CONTRACTOR
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF R.G. ROUGH GRADE GRADED SWALE
3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH 1. IN CASE OF EMERGENCY,CALL LADIO KYILICA AT (818) 266-2656 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS
F.S. FINISH SURFACE CENTERLINE
ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING .-
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT INV. INVERT OF DRAIN SWALE HIGH POINT UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES N
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE WORK IS IN ACCORDANCE WITH APPROVED PLANS. P. PAD ELEVATION FLOWLINE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND �I
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS PHILIP D. DOWN F.F. FINISH FLOOR ELEV. ��S✓ SUBDRAIN RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. N
ENGINEER RCE#42038 EXP. 3 31 2012 DATE G.F.F. GARAGE FINISH FLOOR __°�__ AREA DRAIN
34,THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO SOILS ENGINEERS C E RT I F I CA
ROUGH GRADE APPROVAL.
3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE N
RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIAL SHALL BE AVAILABLE ON E.V.C. END VERTICAL CURVE IL TOE OF SLOPE `WE/I REPRESENTING PETRA GEOTECHNIC L ICA THAT RECOMMENDATIONS CONTAINED
35.APPROXIMATE DATE: BEGINNING OPERATION- 7 2010 SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY IN REPORTS PERTAINING TO SOILS E I CONDITIONS HAVE BEEN COMPLIED WITH ro
/ DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. P.I. POINT OF INTERSECTION RETAINING WALL
COMPLETION - 7/2012 TO OUR SATISFACTION. THIS CONF�1 IO S NOT TO BE CONSTRUED AS AN
E.P. EDGE OF PAVEMENT � FIRE HYDRANT TO
N
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN 4. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. AUTHENTICATION OF ANY DI SIO ELEVATIONS SHOWN ON THESE PLANS."
T.W. TOP OF WALL ELEV. Cf--o STREET LIGHT I
FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES UNLESS THE LOCATION, MATERIALS AND DISPOSAL 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL D
METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. QgOFESSIP
D.F. DEEPEN FOOTING 6 e 5 DEEPENED FOOTING �e,9.,1,K JAvgoF, a_
37,THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING L. LENGTH °oF °o`` WATER METER
BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A m
38, GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION BY GET/ 2024 N0.GE002024
N.T.S. NOT TO SCALE CI
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE ® AC UNIT EXP. 6zD30Z 12
39.THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT TO REGULATE CONCLUSION OF EACH WORKING DAY. OPTIONAL 3'x3' CONCRETE GARAGE STOOP sr CFaiECMN�CP�P I
MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 8. THE PERM TTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO Yx7'TRASH BARREL STORAGE CONCRETE PADeAl.1F��
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER WHENEVER THE DEPTH EXCEEDS `}
NODES PERMIT#WDID N0. 833C358737 DATE ISSUED: 6/23/2010 2 FEET OR CREATES A HAZARDOUS CONDITION. wDID # 833C358737 N o
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MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OF REVIEWED FOR
COMPLIANCE
AND STATE PREPARED BY HUNSAKER & ASSOCIATES SEAL eR N "AS -- CITY OF LAKE ELSINORE SHEET
OF ESS IO _____________________BUILT"
LAWS AND HAVE BEEN FOUND ACCEPTABLE �
E� I R V I N E I N C 4� ck x" RCE___________ EXP________ DATE
PLANNING • ENGINEERING SURVEYING m a� �2� REVIEWED BY: PRECISE GRADING PLAN 7 ?�
Three Hughes•hie,CA 92618•PH(949)58Y1010 FX:(949)583a1759
w NO. 42038 �^ TRACT NO. 25476 OF
ex,3�31�16 A ------------------------ SHEETS �N
Q AS BUILT KEN A. SEUMALO, RCE No. 56915 DATE �9r clv1V ��r SCALE__R_______ BENCH MARK: & 214-221 FILE Na.
LOTS 1-14, 18-25, 189-201 �o
FOF °
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 & 219 AND CITY ENGINEER cnL1F INSPECTOR EL. 1425.76 DATE: 1935 TITLE SWET
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION R
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 10:57:02 AM FILE: F:\0602\Engineering\TR_25476\Ord_Precise\SHTO1.d wg
PLUMBING PLAN NOTES AND LEGEND
FOR INFORMATION ONLY
SECTION 710.0 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM
SEWER MANHOLE OR BELOW MAIN SEWER LEVEL.
SEESHEET NO. 3 WHERE A FIXTURE IS INSTALLED ON A FLOOR LEVEL THAT IS LOWER THAN THE NEXT
UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER, SERVING SUCH
DRAINAGE PIPING, SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING
U-Io �y \ S. f� 159a.= r.L. I I AN APPROVED TYPE OF BACKWATER VALVE. FIXTURES ON FLOOR LEVELS ABOVE
i
q , I SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE.
1598.fi �1 I CLEANOUTS FOR DRAINS THAT PASS THROUGH A BACKWATER VALVE SHALL BE
\ \ --� n? FL-Hp /V ro CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING"BACKWATER VALVE
/v' Sl�� \ \. j599.5 r,. \ _. ...�... b;\ 1 DOWNSTREAM
ro 155
I� O• BACKWATER VALVE SINGLE SYSTEM PER SECTION 710.0 OF THE C.P.C. (SINGLE STORY)
19 yg0 G
1t N i%MI�. 75990 1599.0 O P=1597. 1 *SS BACKWATER VALVE SPLIT SYSTEM PER SECTION 710.0 OF THE C.P.C. (TWO STORY)
tt �... 1600.0 EG 69.57' E� +1�.V_
4 SEWER MANHOLE WITH RIM ELEVATION
57 07 \ h t 59 6 �, z�� F C 2:1 , j SEWER LATERAL
1 7 o FL p' / O a y91x NO LOTS ON THIS PLAN REQUIRE BWSV
P=1601.3 \j 0D
6 ?_MlK ye��
5� \ 1 6 i60F� / Oo _
h
P=1602. 1 \ / / 201� m o ®® -- __ LEGEND
49't _ J 'c, ,, EXISTING 6'TUBULAR STEEL FENCE
° if V ^ ^IVI EXISTING 6'SPLIT FACE BLOCK WALL
II
1 h 2.0, 4 �C L� i 154
EXISTING 6'WOOD FENCE
15 \' I MIN =j n II i 15 4.6 P=1596.5
P=1602.8 \ o T.G.
e, ^ m 5 n PROPOSED 6'TUBULAR STEEL FENCE
�� 13' �� 11 emh �1
z I-I i It 1, 9
074 w p 2 ••••••••••• PROPOSED 6'SPLIT FACE BLOCK WALL
19, 4.2
/28.00 PROPOSED 6'WOOD FENCE
o
2 I/ \ �j59F5. A WOOD GATE
co 1 � r-B
1
I 85,34'
µ 159
95.65'
6oa.1 7zs6' 1600 / lcl �, R4' MIN. �I Ly
�1 B HP
F.G. 7g,56' Z:1 - - - �e ROUND OFF TOP 1 D-0.
p 0'
15977 45, ! �\ Q ? y°jo z0 �h• , 2 3p' ' P 11595.9 �-_17� PA ;,
t q Q}/����� / ^h 17 3' 20, i h 29 MIN.
- 1598.1 1597.7 - // o
1600 ^ 4F / F. 2g MIN. z
G.`�5 z10 µ24 ^�22 2oA, \ N ��� 35 r° 2 ( A A C C
75 1 o y \_ 12- TO 18" 6" MIN. ABOVE PAD ELEV
1`1 "� \ 6 1
+ 15973 H.P / s' \ c. SECTION B-B
H P. 1/ 19,MIN
73 `� \7p 00 3' MIN. MUDSILL
it
It y
II 1596.2 1>,q, N/ ��Q '\ - ' i \ 8" MIN. g
1596.9 F.L. 1596.3 ° / �. ._�' / i�
1596.9 pL / cad 2' MIN. FIBER ROLL
F.L. 7, �" h P
6 CR 3 .�/� a'0' A, O a 93. / �0' 2% MIN
2 6 z 30TX- I 24PX-AL z �� e'�'% �� 152
st P-1597.E 1 -� P=1597.0 \ :� °� 20% MAx.
1598.4 ati/08 7 6" MIN. CURB
® --� FF=1598.3 �j 112'f FF=1597.7 a 30 PLAN
A 15 _ 0 4. , 0 9 RIM P=1595.4 SECTION A-A
!g ® � 23 y �y. o�
1G597.4
5' MIN.
ELEV MUST BE
I D.F. p^� g?:� .�y��,' /� •/f/N 'O
N. 2' MIN.
\ //9g \ EQUAL TO BLDG.
1596E 1595,E I O f ���' .4x\ � 5925 / HIGH REV OR
j n,FL�GB L ,�y�Q// � \
1 0 K�° 596.2 GFF=7597. / OJ + T°
2
BLDG. PAD ELEV.° F�B�F� 7 G 1595.E ! /i P�• o°y �. 349 _. \X70 X7 ,
j�C
7597.01 FF=T597.451
I 7S,\\ b •\ /� �h / °jy y 9 y� \ o (7- MIN.)
<o+ o.a• 6, y.�. n/ / / �y v R o�E' 15 a JI 2% MIN.
o.F / c1j t y0 F Q`// / E.p• /0'7� G y 209 MAX.
MIT
151 sEcrloN c-C
ALTERNATE
P=1594.8
x TYPICAL LOT DRAINAGE DETAIL
T.S.
N.
BELLE ISIS COURT -
B ILDING OR
GARAGE WALL
1 �1 N
- --- 1.21 _ , °°o, //6
Cryco
v
\ N
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00- ss- - - - - �aoz•- - _ _ N �c Y 150 \� � \ CONSTRUCTION NOTES:
- - P=1594.2 \ /
REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE EL
SI 570
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY K� ORE STD. 117
I / /
A _ OMIT BLOCK IN WALL AT SWALE FOR GRADING DR� MIN. v
j59 RIM ' ��
GRAPHIC SCALE71
Iu-IiI
LEAVE OUT ONE BLOCK AT
THE 5t E FLOWLINE
inIN ch FEE
zo TYPICAL DRAIN THROUGH THE WALL
A NOT TO SCALE N
p /� co
MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OF REVIEWED FOR
COMPLIANCE
AND STATE PREPARED BY HUNSAKER & ASSOCIATES SEAL eR N "AS BUIL CITY OF LAKE ELSINORE SHEET 2 �Up
OF ESS Ip ____ ----------------
LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E , I N C ��1�P n doA7<" ------------- a p
E,� �,0 rye y RCE___________ EXP________ GAT- �
PLANNING . ENGINEERING - SURVEYING m a REVIEWED BY: 2
Three Hughes•hie,CA 9M18•PR(M)58Y1=•F%(949)583-0]59 7
NO. 42038- _ PRECISE GRADING PLAN of
w `"
IN,3/31/16 A _______________________ SHEETS �N
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE syT clv1� �P SCALE_ BENCH MARK: TRACT NO. 25476 TILE Na. �o
F nClvll_ aO INSPECTOR LOTS 1-14, 18-25, 189-201
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 & 219 AND CITY ENGINEER EL. 1425.76 DATE: 1935 & 214-221 o
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION R
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 10:56:00 AM FILE: F:\0602\Engineering\TR_25476\Ord_Precise\SHT02.d wg
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CONSTRUCTION NOTES: v
REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 GRAPHIC SCALE 0
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117
A� OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE ( IN FEET) v
1 inch= 20 fL.
N O
pREVIEWED
MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OF VDEVELOPMENTD OAND/OR FCI Y AND STATE PREPARED BY HUNSAKER & ASSOCIATES SEAL eR N "AS -- CITY OF LAKE ELSINORE �p
OF ESS Ip _____________________ __
LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C � P 0. DOA7<" ------------- a o
�,0 rye y RCE__ _______ EXP________ GAT- �
PLANNING • ENGINEERING SURVEYING m a REVIEWED BY: 2
Three Hughes•hie,CA 9M18•PR(949)58Y1010•FX:(949)583-0]59 7
NO. 42038_ PRECISE GRADING PLAN of
w `"
el,,3/31/16 a ________________________ SHEETS �N
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE syT c1V1� �P SCALE_------__ BENCH MARK: TRACT NO. 2547E TILE Na. �o
FnFCAL,Fa� INSPECTOR LOTS 1-14, 18-25, 189-201
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 & 219 AND CITY ENGINEER EL. 1425.76 DATE: 1935 8L 214-221 o
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILIP D. Dowiv R.C.E. N0. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION I CL
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 11:18:32 AM FILE: F:\0602\Engineering\TR_25476\Gird-Precise\SHT03.d wg
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SEE SHEET NO. 2 BEFORE OA- BEFORE
/� you Dlc you Dlc N
� TOLL FREE 1-800-422-4133 �
CONSTRUCTION NOTES: A UNDERPUSLCGROUND
SERVICE BY
UNDERGROUND SERVICE ALERT
I
1� REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 GRAPHIC SCALE
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117
-- OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE
( IN FEET) v
1 in
= 20 It
N O
p Do
MARK REVISIONS EO W DATE AP PR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PRF F' I'Y SEAL "AS BUILY' ~
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ]-jUNSAKER & ASSOCIAT'ES oQROFEDs10 --------------------- -- CITY OF LAKE ELSINORE 4 a0
LAWS AND HAVE BEEN FOUND ACCEPTABLE E I R V I N E I N C � �P Do 7F ��� �,�� ks y RCE_------__-- EXP----__-- DAiL
PUNNING - ENGINEERING - SURVEYING REVIEWED BY: ?
Three Hughes II G92618 PH:(949)Sg3 1010 FI(:(949)5830159 7 Es
w NO. 42038 m PRECISE GRADING PLAN OF
K E.p.3/31/16 A ------------------------ SHEETS N
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE wT crv1� Ric SCALE_-------- BENCH MARK: TRACT N0. 2547E FILE No. yo
FOFeAL,Fo INSPECTOR LOTS 1-14, 18-25, 189-201
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 &219 AND CITY ENGINEER EL. 1425.76 DATE: 1935 & 214-221
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION IQL
PLOTTED BY: Ben Etemodi DATE: Aug. 28, 2014 11:19:10 AM FILE: F:\0602\Engineering\TR-25476\Grd-Precise\SHT04.dwg
-------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
60.00' 60.00' 60.00' /
I 60.00' 16026 16020 1601.3 1600.9 /50.93' 1605.5 � 60.00' 1604.7 60.00� ,604.0 60.00' 1603.2 1602.0 1601.3 1600.9 V
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aq 52.00' 60.00'f ti. 60.00' -16.22 _ ~'- 209 60py { �1 i' ...�2_39 1G�90 ��y
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SEE SHEET NO. 6 GRAPHIC SCALE
CONSTRUCTION NOTES. o
REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200
CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 ( IN FEET) v
OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE 1 iaoh= 20 ft. N o
p
MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OFVDEVELOPMENT DR °AND/OR COMPLIANCE
AND STATE PREPARED BY: HUNSAKER & ASSOCIATES SEAL 2R "AS BUILT' Z
aFEss,o ------------------------ CITY OF LAKE ELSINORE 5A o
LAWS AND HAVE BEEN FOUND ACCEPTABLE M I R V I N E I IN C D. 00 7F a
��_ EXP________ DATE
PUNNING - ENGINEERING - SURVEYING m 2� REVIEWED BY:
Thee Hughes hails,G 92618 PR(949)583.1010 FIL(949)583-0]59 7
N0. 42038 PRECISE GRADING PLAN OF m
E.P.3/31/16 A ------------------------ SHEETS N
TRACT NO. 25476
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE 1, clvl� �w SCALE__------_ BENCH MARK: FILE No. y^o
FaFcnuFo INSPECTOR LOTS 1-14, 18-25, 189-201
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 & 219 AND CITY ENGINEER EL. 1425.76 DATE: 1935 & 214-221
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION 1CL
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 11:19:41 AM FILE: F:\0602\Engineering\TR_25476\Grd_Precise\SHT05.dwg
SEE SHEET NO. 5
194"� LOT V
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o
11 X
EXISTING 6 WOOD FENCE
T PROPOSED 6'TUBULAR STEEL FENCE
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209 / 5 E' �Q i1�5�9 N� P�\\ BrTN %MIN.— 191 A WOOD GATE
P=1601.E
200 / ti E5h 4%A
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P=1598.3 ��" 5` / �FG 0 S � REMOVE&REPLACE CURB&GUTTER PER CITY OF LAKE ELSINORE STD. 200 l
2) CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 1
OMIT BLOCK IN WALL AT SWALE FOR GRADING DRAINAGE No
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MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OF VDEVELOPMENT OAND/OR COMPLIANCE
Y AND STATE PREPARED BY HUNSAKER & ASSOCIATES SEAL eR N AS -- CITY OF LAKE ELSINORE 6A �p
OF ESS Ip _____________________ __
LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E , I N C e�'��,v D. doA7<" ------------- a p
E,4 �,0 rye y RCE___________ EXP________ DATE �
PLANNING • ENGINEERING SURVEYING m a REVIEWED BY: 2
Three Hughes•hie,CA 92618•PR(949)58'Y1010•FX:(949)58841]59 7
NO. 42038_ PRECISE GRADING PLAN of
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K ex,3/31/16 A ________________________ SHEETS cN
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE syT c1Vl� �P SCALE_________ BENCH MARK: TRACT N0. 2547E FILE No. Co
F nFCAL%% a INSPECTOR LOTS 1-14, 18-25, 189-201
0 REVISED PLOTTING OF LOTS 189-192, 194, 195, 198-200, 215, 217 & 219 AND CITY ENGINEER EL. 1425.76 DATE: 1935 & 214-221 k o
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION CL
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 11:22:51 AM FILE: F:\0602\Engineering\TR_25476\Ord_Precise\SHT06.d wg
-- -- -- — -- -- -- ---
-———————— B RIVERSIDE STREET
1 E " FIBER ROLL
i 157 158 1591 60 1 61 1 62 1 63164 B F q 92"MMINFFORLs OP GROUND,
a
B BANTRY BAY STREET A N
B
WOOD STAKES
MAX 4' SPACING
156 _ 107 106 c 1 6 5 W 2 1 3 _ ENTRENCHMENT DETAIL
A BAY S NOT ro SCALE
BANTRY 1 7 155 108 ' 105 166 21 2 RUNOFF MUST NOT BE
Q ALLOWED TO RUN
U �� UNDER OR AROUND ROLL.
15 16 154 109 104 167 Q 211 �P+
~� 1 1 0 103 168 210 ��� �P+ N NOTE:
/ ,
153 N INSTALL FIBER ROLL
0 '� 4I, y ALONG A LEVEL CONTOUR.
30 A 29 28 27 26 152 1 1 1 102 169 209 y y 1' v y y
I�j
151 112 , 101 170 208 yI II
202 � Il�y y� �P+ ;,ti
BELLE ISIS COURT 203 ly y �!; y y N y ADJACENT ROLLS
I , I� y SHALL TIGHTLY OVERLAP
100, 50' 0' 100, 200' A 150 1 13 100 171 207 204 A
GRAPHIC SCALE: 1"=100' Z 5 36 ` p Q
32 33 34 J 37 14g 1 14 99 1 72 206 ��C� 1 (>O MEASURED ALONG THE STALL A FIBER ROLL NEAR
31 S� SLOPE WHERE IT TRANSITIONS
, R FACE OF THE SLOPE
p 11 gg 173 �� t^�� 1 `-'7 / VARIES BETWEE I II -v INTO A STEEPER SLOPE
r ' 148 �r 10' AND 20' i y�
' 1 16 97 174 B �2�i \�Q�R 185186 I
42 41 40 39 38 ' 147 184
146 117 = 96 175 TYPICAL FIBER ROLL INSTALLATION
SE SACHET LANE 183 A
118 ,�
95 176 180 181 182
NOT TO SCALE
::D 50 51 145 `�" / PROTECTION ON OFFSITE SLOPES AND
43 44 Ij 52 144 119 94 177 \ OPEN SPACE LETTERED LOTS ARE BY
179 i OTHER.
120 93 178 s
45 � 48 53 i 143
121 92 DEVELOPER TO MAINTAIN 5'X1' BERM
�`�
46 " 47 54 142 AT REAR OF LOT, TOP OF SLOPE
122 91
NPDES NOTES:
5 9 55 1 4 1 1 2 3 9® / CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMPS)FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWATER DISCHARGES SHALL BE
5 O DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN(SWPPP). ARRANGEMENTS SHALL
8 BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND
MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE
�60 57 G 1 40 1 24 Rq THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS
`7 THROUGHOUT THE TIME OF CONSTRUCTION.
2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON
_ CONSTRUCTION SITES.
— _ -' 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE.
_• Curb inlet _�_-- 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE.
EROSION CONTROL CONSTRUCTION NOTES
5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE
O INSTALL FIBER ROLL PER DETAIL HEREON CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING
AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.
COAST INLET PROTECTION SE-10 PER DETAIL HEREON
6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM
C— �= SEASON,ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT, CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS
=::zzL_ FEASIBLE AFTER SOIL DISTURBANCE.
Concrete block lard 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES
lengthwise on aides OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING,OR WIND.
®perimeter ar opening Hardware cloth or DRAINAGE AND EROSION/DUST CONTROL NOTES:
wire mesh B. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.
1. DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING.EXCESS OR CONCENTRATED DRAINAGE SHALL BE DISCHARGES OTHER THAN STORMWATER(NON-STORMWATER DISCHARGES)ARE PROHIBITED,EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT,
CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY. THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL
SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES,HERBICIDES,FERTILIZERS,WOOD PRESERVATIVES,
2. PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE
Runoff with sediment AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; N
3. PROVIDE 5'WIDE BY 1'HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF
Filtered war SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER v
water
Overflow 4. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH 5%MIN FOR A MIN DISTANCE OF 10 HORIZONTAL FEET. RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. n,
SWALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2%MINIMUM SLOPE.
9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUC SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS
24 5. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED. OR THE LOCAL STORM DRAIN SYSTEM. N
10. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,S ILL S SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE a
6. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,TEMPORARY DRAINAGE CONTROL(BEST `M1�S�ME c,
Y�
MANAGEMENT PRACTICES,BMPS)SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES, NG �ERfIES BY WIND OR RUNOFF.
a
7. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 11, ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONMADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING N
MEASURES FOR THE PROJECT SITE AND ANY ASSOC�ATENST�E�ITAGING AREAS.
Sediment 8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION.PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
Hordwnare cloth BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 12. DISCHARGING CONTAMINATED GROUNDWATER PRODU TERNG GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS
wire ash PROHIBITED. DISCHARGING OF CONTAMINATED SOILACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER
9. FOR SLOPES 3 TO 1 (H/V)OR STEEPER: PRODUCED BY DEWATERING ACTIVITIES MAY REQUIREONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL
Curb inlet WATER QUALITY CONTROL BOARD.
ALL SLOPES EQUAL TO OR GREATER THAN 3'IN VERTICAL HEIGHT,ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLANT(OR EQUAL)GROUND COVER
AT A MAXIMUM SPACING OF 12" ON CENTER.SLOPES EXCEEDING 15'IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED SHRUBS NOT TO EXCEED 10'ON 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM p
CENTER,OR TREES SPACED NOT TO EXCEED 20'ON CENTER OR SHRUBS NOT TO EXCEED 10',OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' EVENTS.
B SE-10 STORM DRAIN INLET PROTECTION IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM EQUIPPED 14 AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY
WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.,CHAPTER 10.THE SLOPE PLANTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PRECISE
GRADING FINAL. DISPOSED OF IN TRASH OR RECYCLE BINS.
v
NOT TO SCALE
WDID # 833C358737
p ,no
MARK REVISIONS EOW DATE APPR. DATE APPROPRIATE CONDITIONS OFVDEVELOPMENT O OAND/OR COMPLIANCE
Y AND STATE PREPARED BY: HUNSAKER & ASSOCIATES SEAL pP "AS BUILT' Z6
oFCs510 ------------------------ CITY OF LAKE ELSINORE SHEET 7 5 0
LAWS AND HAVE BEEN FOUND ACCEPTABLE B I R V I N E I N C ��a��a O. oo YF a
�� �„ k�,y RCE___________ EXP________ DATE G�
PUNNING - ENGINEERING - SURVEYING m 2� REVIEWED BY: EROSION CONTROL PLAN 7 ?
Thee Hughes•Yaffe,CA 92618•PR(%9)563.1a10•PX:(%9)563-0]59 � n O d'
No. 42038 m TRACT NO. 25476 OF N
SHEETS
E.P.3/31/16 ———————————————————————— C'J
s LOTS 1-14, 18-25, 189-201
r e SCALE_ BENCH MARK: w h
Q AS-BUILT KEN A. SEUMALO, RCE No. 56915 DATE vT CIVIL �,� -------- & 214-221 FILE No. �o
CITY ENGINEER Fop CAL%% e INSPECTOR EL. 1425.76 DATE: 1935 W
0 REVISED PLOTTING D LOTS 18T LOT, 196 197 198-200, 215, 217 & 219 AND CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C.E. NO. 42038 DATE DATE: SEE TITLE SHEET FOR DESCRIPTION
ADJUSTED SIDE YARD SWALES AT LOTS 196 197 & 214 a
PLOTTED BY: Ben Etemadi DATE: Aug. 28, 2014 11:11:20 AM FILE: F:\0602\Engineering\TR_25476\Grd_Precise\SHT07-EC.dwg