HomeMy WebLinkAboutTr 30494 RG-01 CITY OF LAKE ELSINORE
74
TENTATIVE TRACT MAP No. 30494
GENERAL NOTES SITE �
Y. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES LOCATION
NO.. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST CANYON HILLS CANYON
EDI7YON OF THE UBC, CHAPTER 70. HILLS R NEWPORT RD
2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING D£PAR7MENT, CITY OF LAKE 15 a
ELSINORE,DEVELOPER
PRIOR TO ANY E CONTRACTOR ROUGH GRADING PLANS 3 ALERT(1-800R422-41033)48 HOURS PRIORTO GRADING.ALL UTILITY COMPANIES AND USA YNOAR F� D 215
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPAR7MENT AT LEAST 24 HOURS
IN ADVANCE OF BEGINNING GRADING OPERATIONS. RD SCOTT RD
5. DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY THE CITY
ENGINEER. 4Py'" \ UT U E ON RD OOD
�/'����/'� Fr R BUNDY CYN. CY .LEGEND•
I
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 I VERTICAL, UNLESS �yy - � , �•p , rJ ��
OTHERWISE APPROVED, AND SHALL BE SHOWN' CURB AND GUTTER s ep s `F RACT /r \
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS \ '��pEF' -
OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS `�• `,�I I A ' II I �� CLINTON EITH RD
PROPERTY LINE S 4 30495 1 / )1�rI
THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. yc iI" y Q4 ��
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9O%DENSITY AS DETERMINED BY THE --- LOT LINE v�4 I P^ 3z3' ! , I OG o;` J / �l/%z i ''•, r -t ;. -`�
MODIFIED THREE-LAYER ASTM D-1557-70 TEST METHOD. TOP3z4« 'z 1 \20 (l rt k' M N
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND �� \ -
PROPOSED SLOPE "�° \P O 3 ///I
INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR TO
THE PLACING OF FILL. TOE s ''-� a2s' - •� I =
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L \ OPT
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. -605 FINISHED CONTOUR
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 Y" •3zs' r 's1T
INCH PER FOOT FOR A MINIMUM OF 3 FEET; THEN IX(MINIMUM) TO FLOW LINE OF EARTH - - - - LIMITS OF PAD I', 432•a31 ,a'a I ; ! SHEET 7 I h , .! 7 (r - THOMAS BROS.MAP P0.28,GRID D4.
SWAL£. -...-...-.-- INTERCEPTOR DRAIN }30" P t„, ar3,09 SHEET �6 '...�1 // / -� ( ,A• �
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL ago �G �,, r 39,.,--a$J89 38B:3az '" I '.ri �� /C, VICINITY MAP
SLOPE IS LESS THAN 10 FEET, AND 2%IF CUT OR FILL IS GREATER 774AN 10 FEET. _ - CUT/FILL LINE .�,*-' " a3a O a» I " • ,. �'J "
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND C0NS7RUC7ED A MINIMUM Z,y 410 •. '"1 1u q ' 3e5 ', I ]'\
.� � a21 �. NOT TO SCALE
OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES SHADED SLOPE TO RE ..,. 33+ a2s 'IIaz2„q,.. aoe ,.;; •_4 s3:; }7a+ N ROSiq
384
13. PROVED 5-FOOTW70E BT HIGH.
HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL MAINTAINED BY HOA I ..�'t y� a33�f aze �'a27 Zg/ `'rh23. A9
FILL SLOPES OVER5 FEE IG -;,� ,• ..._
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE f00-YEAR STORM FLOWS, ALONG 774E TOP 1 LOT NUMBER y, + \ 337 a2s ' 42a 40> i
\ . 406 405 4044031g02 401 a00}99 39&397
OF GUT SLOPES I \ 3]z -
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. 828.3 PAD ELEVATION i ` -_ CAMEUNA STREET
16. A SOILS ENGINEER SHALL BE RETAINED BY 7HE DEVELOPER, TO SUPERVISE GRADING AND L x 3 3n. sq'y"�� ! I
PRODUCE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS 62'L•t'A PROPOSED SPOT ELEVATON =,' �rI3aepas 3 3s,}s2 3s33sa3s5.3sa�35]3se 359'}so}6,3sz 363 3s+ 3s9
(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. Z� \�' } f„ I +
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPAC770N 60 r •' 193„1 Ado 1e 366 - ', I SOILS ENGINES CERTIFICATE
61T EXIST. ELEVATION r l� �J l r(` ]}17.}16[!314 3131 12 31113I0:309�308i3D7"3p 305 304�W3;�302 301:300�299,2 9 a]. 29]296 2951294 283 292
ZC I I II, I `a4 1 + I '� '!. s I 'i. 3 + 29V2so -'I$j \SHEET
I THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INREPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING � 7f, I -
DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. RIPRAP -- 1 1 `. : ,,1M HILLSIDE DRIVE '2s9;' \. CONFORMANCE WI`7H THE RECOMMENDA 77ONS AND SPECIFICA TIONS OUTLINED IN THE SOILS
18. THE SOILS ENGINEERING INVESTIGATION DATED 510312007-PREPARED BY PACIFIC SOILS �r•,�. �r _ ( .y r p.l..N....1
r i 28
I ) AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT.
1, t l SI`, �� '1 �� 09 2091,210^211'212 213 _z14 234 235 $ 2]4 2>5 2>6 2]7,2]8`2]9ENGINEERING, INC. DATED 5103/2009LAND THE ENGINEERING GEOLOGIC INVES71GA 7101V BVC BEGIN VERTICAL CURVE I /1';r r ''" L 23s2 z7o 2�z7z27318B IDATED S/C.$1200.ZPREPARED BY PACIFIC SOILS ENGINEERING,INC. SHALL BE CONSIDERED Gg GRDE BREAK � ,� / >• �,- -1J0 ,�f 1 1a207 % = s� 28A PART THIS GRADING PLAN, AND SHALL Bf COMPLIED WITH. FLOW UNE + } I 2os - - - s] "'.'�f �� 171 �' 185�',` I 2f2 I 219 28 268 26]266-'265 2fi4 263,2s2'261 204�19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT nz x 220 2102181 2162szso s7natwe) (rNr Na)
CfRTIFICA170N OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVA770NS ARE R£OUIRE7), FS FINISH SURFACE FCL'LI' :.i{;, -a sa° '.. to, szI Iv7 ,2'0. SILKTASSEL ROAD •259j2se' �1Y 2e3282
THE ELEVA71ON(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION INVERT 1✓f*J I) !�' ." I63' ,\ so 202203' 22z W COURT I.R3B zs6 ,, I a /Z•z9.OS
WI7H RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED 774E ACTUAL DISTANCE ABOVE LP LOW POINT • I. 178 .;;,20� 1.. ,.,1 T,ODE' - p B 229 �2ao 4 <2 z+3 zaa:24s 2as1247 2ae1249*2,�0;_ �s('' ss ' `' ( '''OI1N° K"� ) uF a (oat
THE ADJACENT GROUND SHALL BE GIVEN PI POINT INTERSECTION 0 �� �• ,���➢9 T rn. I6s - w 2oa zz35zx 226 ?-. T 1. 1.. zsl;zsz¢2s3 25d s>.. 4...ss " y,1EPi7 OEpt00 Qtcpe�S B.CgSp2
r C�e,6D. -�-
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO TC TOP CURB ° 'L <,« -�;,� ", N�PA "1j6 >.e� .�.i -ia+�•//I,~� �-•- ^. I!78 i1 '! ,sa`"_. ,,53. "�"•} 6 0
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �� ., „ _. -V ^ns Ise' \ 142, s> 4:. 6s 6a. ��',' 72 7�'77 7s,7h!?a Yx�7i 7e eslse s>� r1s ,'`,+ '..,59 Y9 ss ,,`;.. I,.. eu"r Ne.te16
TYP TYPICAL .,_... . n4 �.-- 1gD /r eE,'• ._ 6s. s0 �O sI o cz `p0 Ex.3/3t/O6
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A `'�'":�` 180 ' AGAUYA`" P73 Asa. �` t .1 �
a
SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL e7, - �As p4! Ig6j d7IIM� "�. s6o.rs7 !3
SLOPES OVER 30 FEET IN HEIGHT.
I l I66n671"-.' p I(: , ` 14s14�%'. i3�2. ae ?R I �!� ,'�.-.`-Xs � 05i•1a��1o7z 6261 as i;,. srq r *siy 01ECHW Pip
22, A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN i FOOT. "< r-' Is3'1e°' 167 �;-:' f,,, 14e as1'r`�.•.;. ,.-- ,e- ��.I3 1 toe +a p '•` T t p+ /Fpp CpLlw
23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE �'' �•,,..�•" /� ' 5d s's4 -4 t'fso- ,.69 r..'"" Y,I1o... °T•ae i'SHE 14
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ss.isz 151 ry'`-150 r42p 40 zd x7 xt1�
117 �,
18 1 14 t7Y'�I .45 I'7'
BENCH aff'st
PREPARA770N SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO ELEVATION: 1400.873 J "
PLACEMENT OF FILL MA TRIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED �,a CORK ROAD --.
P
41
5 a4
AND BENCHED. I �'' _*� - �',` s ''9 m n 1z'.I}'14 Is116 n_is,9!2 i2112x x3 241 zs I DATE.• 1970
z6 z zsi 2s 30 31 sa ii6 \ RIVERSIDE COUNTY DESIGNATION: E-14-70
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSMUC77ON IN THE FOLLOWING STAGES• .F � s.;; { � 32 h33 3a 3s 3e,'n 3e1
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF DESCRIPTION: 27 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECT70N
ALLUVIAL, COLLUVTAL, AND TERRACED AREAS AND ANY SUBSTRUCTURES. ""."f1EMND41f--URwET '� - - - - I OF RAILROAD CANYON ROAD AND STA7E HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, (�',,,, T_r -' 4 _-u-- _ __ _____J CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE '1B53732E, 1.0 FEET NORTHEAST OF A
BENCHING, AND FILLING OPERATIONS , MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL.
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WI774 ROSEA ICE PLANT AT 12 SHEET INDEX: KEY MAP. ENGINEERS NOTICE
INCHES ON CENTER, OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN
WR77CAL HEIGHT,IN ADDITION TO GROUNDCOVER, SHALL BE PLANTED WITH APPROVED SHEET 1 -----------------TITLE SHEET SCALE: 1"=300` 1. CONTRACTOR AGREES RING HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR '
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
TREES, SHRUBS OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON INCLUDING SAFETY OF ALL
CENTER,• TREES 20 FEET ON CENTER, COMBINATIONS 15 FEET DN CENTER. SLOPES OVER 3 SHEET 2 -----------------DETAIL SHEET PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
FEET IN VR71CAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW SHEET 3 -----------------DETAIL SHEET EARTHWORK QUANTITIES: LIMI7ED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
PREV£N770N DEVICES PER UBC, CHAPTER 70. THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED SHEET 4-14 --------------- ROUGH GRADE PLAN NON-CFD _GF.Q CONNEC71ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY
TO PR07ECT ADJOINING PROPER77ES DURING THE GRADING PROJECT SHEET 15-16 ---------------EROSION CONTROL PLAN CUT FILL RAW VOLUME CUT FILL ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER
p
27. APPROVED EROSION PREWN77VE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING RECORDS,
ON PUBLIC
THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. RAW VOLUME 1,367,428 C.Y. 1,298,918 C.Y. BASIN A & B 6,029 C.Y. 65,206 C.Y. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE
ND OWNER, IC ACCEPTING
28. ALL WORK SHALL CONFORM 70 THE CITY AND STA 1F CONSTRUCTION SAFETY ORDERS. = 68,510 C.Y. (CUT) = 59,177 C.Y. (FILL) THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY
29. THE LOCATION AND PR07ECTIOIV OF ALL UTILITIES IS THE RESPONSIBILITY OF THE
PERMI7EE AND HOLD 174E ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM 774E EXISTENCE OF
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. EROSION CONTROL NOTES: CUT FILL UNDERGROUND U77LITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO TANK ACCESS RD & 64,707 C.Y. 29,740 C.Y. OR THOSE RICONSTR REQUCTEDIRED
AT VARIANCE WITH REPORTED OR RECORD TO PR07ECT
THE
COMPLETION OF GRADING OPERATIONS A. IN CASE ON EMERGENCY CALL ROD BASSETT AT (951)536-6566 TANK PAD Q= 34,967 C.Y. (CUT) CONTRACTOR IS REQUIRED 10 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRAWYLITTECTOR
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL (N6alBana0/e penan) (24-hr.phone na) OR STRUCTURES SHOWN AND ANY WEER FOUND AT THE SITE. IT SHALL BE 774E CONTRACTORS
SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF BASIS OF BEARING: RESPONSIBILITY TO NOTIFY 174E OWNERS OF ALL U17LITIES OR STRUCTURES CONCERNED BEFORE
ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN STARTING WORK.
APPROVAL OF FINAL INSPECTION. ACCORDANCE WITH THE APPROVED PLANS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NAD 83, ZONE 6, GRID J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH �� BEARING BETWEEN N.G.S. STATION'WILDOMAR"AND N.G.S. STATION 'METZ".
774E SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES �A06�4/ �� 03-31-Od I.E. N 062137"E UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH (S7prd-) (Pa Na) (Oma°tkn D t.) RECORD GRID-N 062137"E, 57740.18' BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
FACILITIES ARE SHOWN ON THESE PLANS. G A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. MEASURE GRID-N 06'2139"E, 57739.33' 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, OCTOBER 5 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON S17E AND STOCKPILED AT THE COMBINED SCALE FACTOR AT CP 2015 IS 0.99989774.
PRIOR TO ROUGH GRADE APPROVAL CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONS7RUC770N.
35. APPROBEGINNING OPERATION.• Fc6. 200& DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. TI PRIVATE ENGINEER'S NOTE TO CONTRACTOR
COMPLETION: Dea. 2006 D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. NOTIFICATIONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDU17S OR STRUCTURES
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL *TIN A MAXIMUM DIMENSION GREATER THAN SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
3 INCHES WILL BE PLACED IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES NOTE.• THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
E. ALL REMOVABLE PROFEC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, WHEN THE
UNLESS THE LOCATION, MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT
BY THE SOILS ENGINEER. THE UTILITY LINES SHOWN ON 774ESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
3Z THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESITING BASINS. ANY CITY OF LAKE ELSINORE 1-951-674-3125 LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUC7URES SHOWN OR
INSPECTION BEFORE APPROVAL. GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY NOT SHOWN ON THESE DRAWINGS
38. A GRADING PERMIT WILL NOT BE ISSUED UN77L ALL RETAINING WALLS ARE APPROVED BY REPAIRED. VERIZON 1-951-925-6253
THE BUILDING DEPARTMENT
39. IF STORM DRAIN SYSTEM IS REQUIRED, THOSE PLANS WILL BE REFERENCED AND IF G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 OWNS DEVELOPER SOILS ENGINEER
NECESSARY THE FOLLOWING N07E SHALL BE ADDED TO THE TIRE SHEET EACH WORKING DAY.
'7HE STORM DRAINS SHOWN HEREON MUST BE BUILT CONCURRENTLY WITH GRADING SOUTHERN CALIFORNIA GAS COMPANY 1-909-335-7582 PARDEE HOMES PACIFIC SOILS ENGINEERING,INC.
OPERATIONS THE STORM DRAIN DETAILS ARE SHOWN ON THE STORM DRAIN PLANS. 774E I THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SIZE TO PREVENT PUBLIC TRESPASS 10880 WILSHIRE BLVD., SUITE 1900 7715 CONVOY COURT
2111
STORM DRAINS SHOWN THEREON SHOULD BE CONSIDERED AS PART OF THESE PLANS" INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS SOUTHERN CALIFORNIA EDISON COMPANY 1-909-928-8275 TEL ANGELES,(JIG)
47-35NIA 90024 TEL DIEGO- (858)CALIF 60-NIA 13
TELEPHONE. (3f0)475-3525 TELEPHONE.- (858)560-1713
CONDI770N COMCAST CABLE COMMUNICATIONS, INC. 1-951-549-3977 EXT. 105
UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-422-4133 CITY GRADING PERMIT # WDID #833C300693
NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
® AntEo sue fi CERTIFICATION: �e�SEFSNro _ CITY OF LAKE ELSINORE SHEET 1 ALE"
q` - '��I�NGC�IEEI�Ih�IG.
u THESE TITANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE °HO c� T.T.M. 30494
�'Q�^70LL N,o.44877 `v'm CIVIL ENGINEERING •1 C
AND APPRSTATETLAWS, AND NA PERMIS OF T BENSSUED.ANDIOR CITY z LAND PLANNING TITLE SHEET °F' 1 V
LAND SURVEYING
/ * enew:3-31-2006 1181 CALIFORNIAAVE.• STE,202•CORONA,CALIFORNIA92881
DIVA /(9�51)2�80-4144 FAX(951)280-4150 ROUGH GRADING PLAN FILE NO.
Tll WDRKING DAYS 'n sSEU AALO, P.E. NO. 56915 O TE Hj(.OF CA�lEUK i hi✓�y3 RCE 44877 03-31-06 � G
BEEURE YGU DIG CHARLES F. NICHOLS LICENSE NO. EXP. DATE W.O. FOR:
+rnt 7�tlf.{�Yi'f �"Z0.Oi