HomeMy WebLinkAbout168-1 GENERAL NOTES: EROSION
/�'�y� CONTROL
,��k7�PLAN '_prFOR ITEM DRAINAGDESCR CTURE QUANTITIES OTY
TRACT(/'-t1 11 `�j ®�C1
B TE.B,e.9L'B G7B.0/X/ L37 [F
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY G"'LAKE _
ELSINDRE STANDARDS Ai.a�SPECIFICATIONS AND THE 1979 U.B.C.. � T CITY
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CHAPTER 70. b N THE E C/ L• T 1 O F l / �1 V E E L S I r\7 O D� O pOs✓.v ,O,�giv /.eB3 �F 1
2. A PERMIT SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT. CITY I K E ,eiv- ,2qP oqp B2y S,c
OF LAKE ELSINORE, PRIOR TO ANY OPERATION.
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY 74 f?EroOtiE EX/.9T, p2q/.ti.06E .9TBVG•T/i.BcS /¢/O L.F
COMPANIES 48 HRS. PRIOR TO GRADING.
4. DUST SHALL BE CONTROLED BY WATERING. �00 4 EROSION CONTROL NOTES
1. IN CASE OF EMERGENCY. CALL�W`6`KAMVc >v WORK
OTHERWISE SHOWN ON THE PLAN. .ems-oB68
5. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ. TO I VERT.. UNLESS �� HOME 655.253Q
/ i
2. THE UNDERSIGNED CIVIL ENGINEER WILL RE✓/EtV ERPS10N CONTROL WORK
6. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ. TO 1 VERT.. UNLESS AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
�v
OTHERWISE SHOWN ON PLAN. AND SHALL NOT HAVE LESS THAN 90% REL. CITY
COMPACTION OUT TO THE FINISHED SURFACE. �J L'/ /�l oe- Z 06 p /p_3/ /0//'/�9/ QV,O�t/T/T/E'3
L, OF -93 E.9.4T/,yl�/O.PC
DOUG AS SN DER RCE NO. EXP. DATE
7. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED LAKE '�
BT THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. �" V \� 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE CUT F/G Z_
6 EL SIlJO RE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL
B. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS. SCAR- n BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO R/!L✓ fiOG U�E 4,602�/Bo c. 7�>,¢/O cy. - D
IF?ED AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS -�� O FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS /�5�GOs3 0.✓3 ac'7oP,3cv[ / 20,5/O �y a7
TESTING AGENCY PRIOR TO THE PLACING OF FILL. - IMMINENT. 2.5�6.O/.t/aV.PEM.o%t/iNG �33 oJBp c1,I
9. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED �m N R 4. DEVICES SHALL NOT BF. MOVED OR MODIFIED WITHOUT THE APPROVAL OF o/ CLE.O.P/.UG!6R//BB/NG /p/000 / r�
UNTIL PREPARATION OF GROUND IS APPROVED BY SOILS ENGINEER. THE •C/7•Y /.t/SOEC7t�.P. y �'lB/6/O cy GT
W� AIL OP qGL UV/U/q/C'G1CL�TC7�'O/L OJg6/O c
10. A SOILS ENGINEER SHALL BE RETAINED TO SUPERVISE GRADING AND o to ,S /2.5y' GO9s
-(1 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THEcy C
PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION �a SITE EEND XCEEDSE40X,WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST 7.P<JNS/Tio�c/ L075 /7 530 c�/ /7 530 cy
REQUIREMENTS (SUBDIVISIONS ] AND EXPANSIVE CHARACTERISTICS OF Cb.PTE mom• (� y =
20 6giU THE SOIL. OE.�✓.97/ "k,� �', ,... Z TR 17413-3 (-sG'�rJ - ru
6. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE REMOVED FROM 6TL7B/L/7Y,SLOPE^ 6�330 cy 6/BBLJ cy
rl1
II. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER A g I CHECK BERMS AND DES BASINS. AND THE BASINS PUMPED DRY..orn s.�aoEo SLOPE.SD,,pF,KE SJ
FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED
-
TED o .p2p p VICINITY MAP .9R�TECT
7. GRADED AREAq!/ `/DEL+CM.C67SO LY/RGGK''VP''C497 PM•gt,(gGG/X517 Ei6/MMEO/.OTEGY REO.G/.PEO. _
TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. S AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 2.5�GA/N
,I�i Y ' P=2000 FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
12. YHE c'4�I[s-urllr�L REVIEW of cal-nci..lc�t!Ln�l�_;wR'7uE - SCALE P05+3/i3GE ST.oB, .StcOFL�S 4B/roG77 y Q6+/600 y
` 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE-
'Z-OEj.�C-✓-'�RC�aSY SIorJEY-MILLER � \
�IJgULTF-6lJ.S 0 tC 1NpL,L 2E C6J Ir�RC-0 PART'OF-TH 111 & lb
? a C CAUTIONS 70 PREVF�4T PUBLIC TRESPASS ONTO AREAS WHERE IMPCUNDED G�AOI,JG F\.dr.1,AIJo-3uLLL E'E Crnlf tiELJ WiR-1. O�1O J WATER CREATES A HAZARDOUS CONDITION. fb.2s/.dE PL,S.UE0.2 EEY_3�4,80 y 3�4Bn cy
ti' U m f7 GY/.9.P0 SL/OL[,E�FL�STEO pV 7f/E S/TE{✓NE.UEtiER 7f/E T�T"QG /•B/2,7/U c)! //O2 �l7 c y
13. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING a 0 _- G✓<PTN OF L✓.o7E.4/N q,G/y pE✓/CE�rOEEGr_, 7s✓O FEET. EXFl9.PT /p>p 72O cy
STAGES, y a 5'Mn�.o(�(.rm� p LEGEND OF ABBREV I AT I ONS S SYMBOLS
A. UPON COMPLETION VI CLEARING AND.DURING EXCAVATION AND BEFORE R E C. TRACT 1 7 4 1 3 rwE.N 5
SUBSTRUCBACKFILLTURES.
OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY c TOr ROat/ T.C. TOP OF CURB
�(oo)_f EXIST. CONTOUR
SUBSTRUCTURES.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE- JJ `T F.L. FLOWLINE ELEV. �_100----� PROP. CONTOUR
COMPACTION. A R E A TOP OF GRATE
T.G.BENCHING AND FILLING OPERATIONS. -- \ -- PROPERTY LINE
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND G.B. GRADE BREAK -e��e-�-DAYLIGHT LINE
FILTER MATERIAL. PHASE 1
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING -
CONSTRUCTION. tt9,PTE j F.G. FINISH GRADE M,--I,�,"-► SHEET FLOW 6 RATE
14. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS .A9S9q / C NE C K DAM
MUST BE R.G. ROUGH GRADE GRADED SWALE
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING
PROJECT, ' Y f. : _._ F.S. FINISH SURFACE --- CENTERLINE
O ' I 6 G (ItdG OGT1t'CC{I ...-�+'
1 �I� p ( 2UJ\ l(-
15. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND _,, •. Wc_f+� Tor fpVd INV. INVERT OF DRAIN SWALE HIGH POINT-
MAINTAINED DURING THE RAINY SEASON AND.SHALL BE IN PLACE AT THE
END OF EACH DAY'S WORK. Np P. PAD ELEVATION- v r fa. , .. FLOWLINE
� •, '=y4A T.B. TOP OF BERM �-Of SUBDRAIN
16. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION ,., sX• .,,
SAFETY ORDERS. ,P,oFvivi I�� D BDRY. BOUNDRY
AREA DRAIN b
17. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY �+/� ' SAWD�i`.G oeTAIL. �• 'SCCTCAj n•7 B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE r
OF THE PERMITTEE. (�? / E.V.C. END VERTICAL CURVE TOE OF SLOPE g O
I' ASSESSMENT DIST _ SPACING OF ROWS OF SANDBAGS P.I. POINT OF INTERSECTION RETAINING WALL S`
18. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. .�'� A 19. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING /'� TRACT 1 7 4 1 3 - ASE - - E.P. EDGE OF PAVEMENT n z
V{ Slope of Street Paved Street Unpaved Street D
TO COMPLETION OF GRADING OPERATION. 1[� ��- - T.W. TOP OF WALL ELEV. Z
20. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE 00` 10% or more 25' ZS' - T.F. TOP OF FOOTING ELEV. z PROVIDED FOR ALL SLOPES IN EXCESS OF 5 FEET VERTICAL HEIGHT WITHIN ,(�/ Ct�.PT6' 3 coprses
90 DAYS AFTER COMPLETION OF ROUGH GRADING. 9.9$ to 8$ 50• 35.}18 high min.D.F. DEEPEND FOOTING
NOTE. SEE LANDSCAPE ARCHITECT'S PLANS FOR SLOPE �O SE,P/G/7/, L. LENGTH m
PLANTING SPECS. AND IRRIGATION SYSTEM INSTALLATIONS. / O 7.91 to 6$ 75• M
1' High min. SO' DWY. DRIVEWAY
PLANTED SLOPES SHALL BE WATERED AND MAINTAINED UNTIL / L" 100, 7S' 1' High min. N.T.S. NOT TO SCALE --TRACT BOUNDRY
1t.. �ARTH BERM AT i5°,MAX. S.9$ to 4$A COVER SATISFACTORY TO THE CITY IS ESTABLISHED. 1 \ Y/ _ A ROWS OF GRAVEL BAGS AT RAMS 3
21. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 1 r � / 3.9$ Or less 100' 100,
HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO ( /
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS < �-Jxvcsaax�, c ��
OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE 7q s]�S,pAVJPlyayr ,acw ar cvc:.aesrw eacu,-a•-2.rP ceu_¢yus
PLANS. 2�zr:va /eseYrcc•s/
2 - ----- SECTION a-A
22. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER / L ( `•
FINISHED PAD. PRIOR TO ROUGH GRADE APPROVAL. -- � ..s•�I
23. APPROXIMATE PATE OF: BEGINNING OPERA
T ON
COMPLETION -
TGAAVEL BAG BERM e/
� � ;x- -15 5 ---�A cnmaes_ Ir„� a �J NOTICE TO CONTRACTORS
24. NO ROCK CR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION Sim �- MAX. MAX. - C THE EXSISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES (�
GREATER THAN 12" WILL BE PLACED IN FILLS. UNLESS THE LOCATION, t \ / a..osv I vs• SHOWN SI TENCE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
MATERIALS. AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY �- TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXSISTINGAVA UTILITIES EXCEPT
THE SOILS ENGINEER. O I �� - . THOSE SHOWN ON THESE PLAIDS. THE CONTRACTOR IS REQUIRED UTILITIES
TAKE ALL
_ EXCAv4TED ROADBED 1 ( - PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER
25. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND _ARTH RAMPS m.al LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONCIBLE FOR
OBTAIN INSPECTION BEFORE APPROVAL. - THE PROTECTION OF. AND ANY DAMAGE T0. THESE LINES OR STRUCTURES.
DETAIL"D' DIRECTION OF STREET FLOW n'�L =�E_% UNPAVED
°,sa=W Ccma2 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
1 ----_- nrrex_:evawsaee�,•e ;_ ..c yA, ,,,G RESPONCIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON-
STRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:
(cstxaero) THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO---------
VOTES: NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY v
----------- - ^s nw,v,ol AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY.
PLAN R" REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON I 1 1. Storage capacity shall be in accordance with Std. Plan Ko.1127 a THIS PROJECT. EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE K 0
I 1 a :he dlmeasions of the storage area shall be shown on the CC ` NEGLIGENCE OF THE OWNER OR THE ENGINEER. ° \
INDEX MAP, erosion co..rol plan. �.
S+t^ _-
SCALE: 1"=200'
2. in velare bags are re paragedticularly
over sandbags and may me trequired
eposi
1n areas which are particularly sensitive to sediment deposition. st c+ //•2•$$ R)
-DENOTES 9i-IFFY *k 7. This standard detail shall be used as shown on the approved �--�
(\1 C
GRADING SUPERVISION CERTIFICATE erosion control plan. I
STREET DESILTING BASIN-VEHICLE ACCESS RAMP rYpC_ 51-1715S7 PAVED �� 'r/.%��/ `_o
THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THIS GRADING WORK WILL BE N.T.S. ,fwve�c:ve C _
SUPERVISED IN A DANCE WI S GTION 7014. CHAPTER 70. of THE U.B.C.. BENCH MARK: e.rt. E-I2-TO BASIS OF BEARINGS: PREPARED FOR: ,yZ
E D 0.8 MILE WE ALONG RAILROAD CYN RD. J-77 d i
T1JE BEARING OF F=eE 7!5 W FOR ovEsst t
DATE DOU S R RCE 24068 EXP 12-31-93 FROM INTERSECTION OF STATE HWY THE WEST LINE OF SEC,3 T.CoS,R.4W, read Oeveleorooracion 49p0. �< }v�/y0 8�
ZI. 3SB'NW OF I7AILRO W- , 1. RD., S.B.M.AS SuOWN ON A RECORD OF H�m�s7 l O_Ad 1�
S/O PP 14090 CWT 1.0'N/O SURVEY ON FILE IN 1300K G9, ♦r 355 North Sheridan, Suite 117 `e N0. 24068 ~1. �'h/ �j�•,�„'c� ufl MARKER POeM EiRASS DISC SET IN 100-103 OF RECORDS OF SURVEYS, ow•Iz�liav �-'-_ 7
Corona, CA 91720 Z_ 3.1 / ( �TOP of CONC. Ix7ST. MARKED E-12�0. RECORDS OF RIVERSIDE COUNTY (714) 279-1060 FAX (719) 279-8019 a. < 8� N
WAS USED AS THE F34SIS OF ''F�cALtFoe? �3�y �' 00
ELEV. 129Cc.095 -19TOAL2). SEA(t?INGS FOR TW VE!, MAP. L -30_�J U
Z�
ENGINEERING GEOLOGIST: SOILS ENGINEER: REVISIONS: THE-S-S PLAN-1-InVE BEEN REVIEWED GOR PREPARED BY: CITY p� ® A�pf L/� �+T i��fp+�c
OOF P0G1 o�ENT AIJO/ arzor In�N-7ra t�.l t. at� L6'►tl\�• LLa7 H gt:dll`lL �
pNo HAVE SeGQ POL �. Iituuaker&Associates,htc.S-IZ�NEY-MILLER CONSULTANTS,INC. STONEY-MILLER CONSULTANTS, INC. '==`Y� I In
Planning Engineering
14 PUGWE-e, SUITE B-101 14 HUG4F-S, SUITE B-101 O"� Ec'v �,�i c w 01"7
n�rM•li„rr, inn::.cuu/,..,ao�nx•lna�sx3.loio EROSION CONTROL PLAN OF •f°{�
;
IRVINE CA 12718 IRVINE CA 92-118 APPROVED 8Y: UNDER THE SUPERVISION OF: TRACT 1 74 1 3-3 T d)
P14. (714)880-4813G PH. (714)S90-488Kc O® SHEETS `9 C
CITY BUILDING OFFICIAL / III
DESIGNED BY:J GIBBiNS DRAWN BY: J GIBB11'8 D UGLA SNYDER RCE 24068 EXP 12-31-93 TE FILE NO. [(65
pR0.JECT No. 10121-00 DUNE IS,1988 PROJECT No. 10121-CO JUNE IS,HaB CHECKED BY: PROJECT MANAGER• G.MAIRTIN DATE: PERMIT N" -83'1 F.B. �!
erg.IQV - =11
LO7 ADDITIONS WOOTI14L6.R61TLffLSHSBT 410[0.156I PFa 17413 6028 16-Jan-e9 OBa NO PM 1622-1-650 -