HomeMy WebLinkAboutBook 8 Page 359 Lot 122 RoughGrading EASEMENT NOTES � �' � � R � L "r' 1%JRpm
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,GRADING NOTES: CHICAGO TITLE COMPANY REFERENCE #52035530-K26 JA %
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1• ALL GRADING SHALL CONFORM TO THE CITY OF MURRIETA 1. OWNERSHIP OF SAID LAND DOES, NOT INCLUDE RIGHT OF ri rmqt
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GRADING CODE AND MANUAL. INGRESS AND EGRESS TO OR FROM THE FREEWAY ADJOINING SAID ' T � � MURRLAND, SAID RIGHT HAVING BEEN RELINQUISHED TO THE STATE OF
2. MINIMUM BUILDING PAD AND DRAINAGE 5WALE SLOPE SHALL 8E 1% . DRAINAGE CALIFORNIA, BY DEED RECORDED AUGUST 25, 1950 AS INSTRUMENT
SWALES SHALL 8E A MINIMUM OF 0.2' DEEP AND 8E CONSTRUCTED N0. 4033.
A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. (ITEM #4) - .-
s
Murrieta
3. MAXIMUM CUT AND FILL SLOPES = 2:1. 2, OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHT OF ELM � BERRY LN. �
' Y 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
PROVIDE 4 WIDE e � INGRESS AND EGRESS TO OR FROM THE FREEWAY ADJOINING SAID LEGAL DESCRIPTION
FILL SLOPES OVER 5 HIGH. LAND, SAID RIGHT HAVING BEEN RELINQUISHED TO THE STATE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CALIFORNIA, BY DEED RECORDED FEBRUARY 6, 1968 AS INSTRUMENT I I I �
N0. 10887. CHICAGO TITLE COMPANY REFERENCE #52035530-K26
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �S ��ARBE�'RY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL (ITEM #9) I LOT 122 OF THE MURRIETA PORTION OF TEMECULA RANCHO, IN THE CITY OF MURRIETA, COUNTY REE r�ANE
FILLS OVER 1' DEEP. OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN .BOOK 8, PAGE 359 OF MAPS, ST �
3. AN EASEMENT IN FAVOR FOR GENERAL TELEPHONE COMPANY OF � I SAN DIEGO COUNTY RECORDS; SITE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING CALIFORNIA, FOR THE PURPOSE OF PUBLIC UTILITIES. RECORDED VICINITY AP
DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING SEPTEMBER 20, 1971 AS INSTRUMENT NO. 106405 OF OFFICIAL Temecula
IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF RECORDS. (ITEM #10) BLANKET EASEMENT � I EXCEPT THAT PORTION DEEDED TO THE STATE OF CALIFORNIA BY DEED RECORDED AUGUST 25, NOT TO SCALE
THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION 1950 IN BOOK 1199, PAGE 494 OF OFFICIAL RECORDS, RIVERSIDE COUNTY RECORDS, DESCRIBED AS
AND LOCATION OF CUT/FILL SLOPES. 4. OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHT OF � / I FOLLOWS: THAT PORTION OF SAID LOT 122, DESCRIBED AS FOLLOWS.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, INGRESS AND EGRESS TO OR FROM THE FREEWAY ADJOINING SAID � BEGINNING AT THE INTERSECTION OF THE SOUTHEAST BOUNDARY LINE OF ELM STREET AND THE
ALONG TOP CUT OF SLOPE. LAND, SAID RIGHT HAVING BEEN RELINQUISHED TO THE STATE OF I LEGEND
CALIFORNIA, BY DEED RECORDED JUNE 16, 1975 AS INSTRUMENT N0. � NORTHEAST BOUNDARY LINE OF MONROE STREET; THENCE ALONG THE SOUTHEAST LINE OF ELM
8• ALL GRADING SHALL 8E DONE IN CONFORMANCE WITH RECOMMENDATIONS STREET, NORTH 48'25'15" EAST, 318.89 FEET; THENCE SOUTH 24'37'12" WEST 121.49 FEET; DESCRIPTION SYMBOL
OF THE PRELIMINARY SOILS INVESTIGATION 8Y GEO TEX, INC 70193. � EMWD EASEMENT 5 THENCE COURSE "A", SOUTH 28'41'00" EAST, 918.43 FEET TO THE NORTHEAST LINE OF MONROE
4
DATED:SEPT. 19, 2005 TWO SETS OF THE FINAL COMPACTION REPORT SHALL 8E (ITEM #11) STREET; THENCE ALONG SAID NORTHEAST LINE OF MONROE STREET, NORTH 41'44'48" WEST, PROPERTY LINE
SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE � AN EASEMENT IN FAVOR FOR EASTERN MUNICIPAL WATER I 943.37 FEET TO THE POINT OF BEGINNING;
FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS PROPOSED TYPE "0-8° CURB
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY DISTRICT, FOR THE PURPOSE OF PUBLIC UTILITIES, RECORDED APRIL. 1, � I ,Q I ALSO EXCEPTING THAT PORTION DEEDED TO THE STATE OF CALIFORNIA BY DEED RECORDED PROPOSED TYPE "A-6" CURB
SOILS REPORT. 1991 AS INSTRUMENT N0. 104424 OF OFFICIAL RECORDS. � �� FEBRUARY 6 ,1986 AS INSTRUMENT N0. 10887 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, PROPOSED CONC. PRIVATE WALKS AND HARDSCAPE
(ITEM #13) SHOWN AS THIN UNLABELED EASEMENT NEXT TO Z CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF SAID LOT 122 LYING WESTERLY AND
g, THE CONTRACTOR SHALL NOTIFY THE CITY OF MURRIETA ENGINEER DEPARTMENT EASEMENT FROM IMPROVEMENT PLANS. / �� C7 ( SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINES: PROPOSED COMMERCIAL OWY �-
AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE EASEMENTS OVERLAP. /
INSPECTION. THIS INSPECTION MUST 8E APPROVED PRIOR TO BUILDING / �
PERMIT FINAL INSPECTION FOR EACH LOT. / / Y I ,, COMMENCING AT THE POINT OF INTERSECTION OF THE CENTERLINE OF WINCHESTER ROAD, SHOWN PROPOSED ADA RAMP
` U ON SAID MAP OF BANANA STREET, 60 FEET WIDE, WITH THE CENTERLINE OF IMPROVEMENT OF PROPOSED BROOKS PRODUCT CATCH BASIN Q
10. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL � � � � STATE ROAD 8-RIV-3959 AS SHOWN ON RIGHT OF WAY MAPS OF SAID ROAD ON FILE IN BOOK 52
SLOPES EQUAL 70 OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL 6E - �� � PAGES 61 THROUGH 64 INCLUSIVE OF STATE HIGHWAY MAPS, RIVERSIDE COUNTY RECORDS, SAID PROPOSED STORM DRAIN PIPE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ___- / ( POINT BEING DISTANT ALONG CENTERLINE OF WINCHESTER ROAD, NORTH 48'08'33" EAST, 870.95 ,
EROSION AND INSTABILITY IN ACCORDANCE WITH THE CITY GRADING CODE FEET FROM THE CENTERLINE OF JEFFERSON AVENUE, SHOWN ON FIRST SAID MAP AS BEING 60 PROPOSED 3 CONC. RIBBON GUTTER
PRIOR TO THE APPROVAL OF FINAL INSPECTION. __._--- --- SEtHEE�T 2
PLACED ON EXISTING GROUND UNTIL THE GROUND HAS FEET WIDE; THENCE ALONG SAID CENTERLINE OF IMPROVEMENT, NORTH 28'41100" WEST, 5806.50 PROPOSED VEGETATED INFILTRATION SWALE
11. NO FILL SHALL BE L CED EMWD EASEMENT I FEET TO ENGINEER'S STATION 407+75 IN SAID CENTERLINE OF IMPROVEMENT; THENCE AT RIGHT
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS ( ANGLES, NORTH 61'19'00'� EAST, 115.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE COURSE PROPOSED 8" WIDE TRENCH DRAIN
MATERIAL. ( "A" NORTH 25'12'00" WEST, 576.07 FEET TO A POINT 150.00 FEET RIGHT OF ENGINEERS STATION PROPOSED CONC. COLLAR
12, IF STEEP SLOPPING TERRAIN OCCURS UPON WHICH FILL IS TO 8E PLACED, it I 413+50 IN LAST SAID CENTERLINE; THENCE COURSE "B" NORTH 32'25'42" WEST 551.18 FEET TO
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL / � PROPOSED 3' REC. CONC. DRAIN
SUPPORT. PREPARATION SHALL 8E APPROVED BY A REGISTERED ENGINEER A POINT 114.00 FEET RIGHT OF ENGINEER'S STATION 419+00 IN LAST SAID CENTERLINE; THENCE
PRIOR TO PLACEMENT OF FILL MATERIAL. � I COURSE "C", PARALLEL WITH LAST SAID CENTERLINE, NORTH 28'41'00" WEST TO THE PROPOSED SILT FENCE
/ NORTHWESTERLY LINE OF ELM STREET, AS SHOWN ON FIRST SAID MAP AS 60 FEET WIDE;
PROPOSED SILT TRAP
13. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF toI
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL ALSO EXCEPTING THAT PORTION DEEDED TO THE STATE OF ,CALIFORNIA, BY DEED RECORDED JUNE
PROPOSED FIRE HYDRANT
SHOULD BE PROVIDED TO PREVENT PONOING WATER AND DAMAGE TO 16, 1975 AS INSTRUMENT N0. 70193 OF OFFICIAL RECORDS, RIVERSIDE COUNTY RECORDS, �f
ADJACENT PROPERTIES. I DESCRIBED AS FOLLOWS: THAT PORTION OF SAID LOT 122 LYING WESTERLY OF THE FOLLOWING PROPOSED GRAVEL CONSTRUCTION ENTRY
DESCRIBED LINE: FINISHED FLOOR ELEVATION FF
14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED (
BEGINNING AT THE INTERSECTION OF THE NORTHWESTERLY LINE OF ELM STREET, SHOWN ON SAID FINISHED SURFACE FS
PROJECT SITE MUST CONTINUE _ CITY OFMURRIETA _ MAP AS 60 FEET WIDE, AND A LINE PARALLEL WITH AND DISTANT 49.00 FEET NORTHEASTERLY,
METHODS.
15. ALL EXISTING DRAINAGE COURSES ON THE Y OF—
- TE1GIE�UL�TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN LINE DESIGNATED AS COURSE "C" IN DEED TOCURB FACE CZ�'I'
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 8E USED THE STATE OF CALIFORNIA FROM WILLIAM h. ROGERS AND MARJORIE M. ROGERS, HUSBAND AND FLOW LINE FL
TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. INDEX MAP WIFE, RECORDED FEBRUARY 6, 1968 AS INSTRUMENT N0. 10887 OF OFFICIAL RECORDS, RIVERSIDE
� �I COUNTY RECORDS; THENCE ALONG SAID PARALLEL LINE, SOUTH 28'41'00" EAST, 61.59 FEET TO TOP OF CURB TIC16, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS !
(1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER BTU THE CITY ENGINEERING THE SOUTHEASTERLY LINE OF SAID ELM STREET; THENCE SOUTH 29'43'15' AST, 662.79 FEET; PAD ELEVATION PE
GRAPHIC SCALE PE
DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. N THENCE SOUTH 28�26'03" EAST, 1000.00 FEET;
A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL 160 0 80 160 320 z
EXISTING CONTOURS � 1195�`
17, �.1 ALSO EXCEPTING THAT PORTION OF LOT 122 DESCRIBED AS FOLLOWS:
SUBMIT CERTIFICATION OF BUILDING PAD ELEVA'nON. WHERE t•• CENTERLINE
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT W - M BEGINNING AT THE INTERSECTION OF THE RIGHT OF WAY LANES OF ELM STREET AND JACKSON �` ` I j� '{;�����''
TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH ' TOP OF FOOTING TF
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL SCALE: I" 160' AVENUE, ADJACENT TO THE SUBJECT PROPERTY; THENCE SOUTH 48'15'21" WEST, ALONG THE ;�-{s p., -- J�,
RIGHT OF WAY LINE OF ELM STREET. A DISTANCE OF 879.47 FEET, MORE OR LESS, TO THE � � TOP OF WALL TW
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. QUANTITIES
18. 91-OSION CONTROL: ALL SLOPES SHALL 8E PLANTED WITH AN APPROVED EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 395, AS SHOWN ON THE STATE'S RIGHT OF WAY TOP OF GRATE TG
dROUND COVER. SLOPES OVER 15' IN VERTICAL NEIt�HT, IN ADDITION TO CONSTRUCTION NOTES MAP NUMBER 913573, DATED MARCH 23, 1971; THENCE SOUTH 29'43'15" EAST ALONG SAID RIGHT
GROUND COVER, SNAIL 8E PLANTED NTH APPROVED TREES, sHRues, oR O INSTALL EROSION CONTROL SILT FENCE PER DETAIL SHEET 3 2150 LF OF WAY; 15
THENCE CONTINUING SOUTH 28'2603" EAST ALONG SAID RIGHT OF WAY LINE, A DISTANCE EXISTING STORM DRAIN - -SD- -
COMBINATION THEREOF. SHRUBS SHALL 8E PLANTED 10' ON CENTERS; rnEES, OF 100.00 FEET; THENCE NORTH 48' '21" EAST, PARALLEL WITH ELM STREET, A DISTANCE OF EX. FIRE HYDRANT
20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL. Q INSTALL GRAVEL CONSTRUCTION ENTRY (MIN. Y-6" STONE) PER DETAIL SHEET 3 � EA 500.00 FEET; THENCE NORTHERLY 838 FEET, MORE OR LESS, TO A POINT ON THE SOUTHERLY
HEIGHT SNAIL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C, CHAPTER 10.r. 3 INSTALL EROSION CONTROL GRAVEL BAG 1150 EA RIGHT OF WAY LINE OF JACKSON AVENUE LYING 100.00 FEET SOUTH 41041'59" EAST FROM THE EX. STREET LIGHT
POINT OF BEGINNING ALONG SAID RIGHT OF WAY LINE OF JACKSON AVENUE; THENCE TO THE EX. SEWER MANHOLE
19. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT O
FEET. INSTALL TEMPORARY PLASTIC LINING DOWNORAIN PER DETAIL THIS SHEET � EA POINT OF BEGINNING.
NO LESS THAN 2� PER FOOT FOR A MINIMUM OF 3 EE . U4
NATURAL WATERS SOURCES SHALL g INSTALL SEDIMENT TRAP/BASIN PER DETAIL SHEET 3 1 EA PROJECT ADDRESS EARTHWORK EX. CURB -
20. NO OBSTRUCTION OF FLOOD PLAINS OR Q EX. CURB AND GUTTER
8E PERMITTED. O APPLY SOIL BINDER PER EC-5 CA. STORMWATER 8MP HANDBOOK DATED JAN. 2003 41,000 SF JACKSON AVE. CUT: 7�500 CY
MURRIETA, CA 92562 FILL: 24,500 CY EXISTING ELECTRIC MAIN
21• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD -E- -
U7 INSTALL 6° THICK DG ROADBED 14,350 SF ASSESSOR'S PARCEL NO. IMPORT: 17,000 CY (FROM ONSITE STOCKPILE) EXISTING WATER MAIN
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTIpN/GRADING.
CONSTURCT 6
22. WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. O$ " THICK DC VEHICULAR TURN AROUND PER RCFC STD. N0. M827 1,400 SF 910-100-006
4�o LF GRADING QUANTITY NOTE EXISTING SEWER MAIN
23. PURSUANT TO THE CITY OF MURRIETA MUNICIPAL CODE 15.52.150, O INSTALL FIBER ROLL PER DETAIL THIS SHEET 3 STATE WATER RESOURCES EXISTING GAS
GRADING AND EQUIPMENT OPERATION WITHIN ONE-HALF (1/2) MILE OF A �p INSTALL 1/4 TON RIP RAP SLOPE PROTECTION PER DETAIL SHEET 2 677 CYNO.
EARTHWORK QUANTITIES ARE RAW NUMBER TO 8E USED FOR _
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT 6E CONDUCTED O CONTROL BOARD PERMIT PERMIT PURPOSES ONLY. THESE FIGURES DO NOT INCLUDE EXISTING TELEPHONE - T- -
REMEDIAL QUANTITIES, BULKING OR SHRINKAGE FACTORS. CUT/FILL LINE
BETWEEN THE HOURS OF 8:00 PM AND 7:00 AM, NOR ON SUNDRY AND -
FEDERAL HOLIDAYS WITHOUT THE APPROVAL OF CITY ENGINEER. FEMA MAPPED FLOODPLAIN W010 � 9 33C352$86 CONTRACTOR SHALL VERIFY QUANTITIES FOR CONSTRUCTION
61D PURPOSES. DAYLIGHT LINE
24. APPROVAL OF THESE PLANS 6Y THE CITY OR ITS AGENTS DOES NOT PORTION OF PROPERTY IS LOCATED WITHIN FEMA MAPPED FLOODPLAIN „
FORIETHE CORRECTIONNOFaERRORS FOR(OMISSIONS M THE DIS DISCOVERED RESPONSIBILITY
ZONE A (COMMUNITY PANEL 06077512745A) NOV. 20, 1996 SPECIAL NOTE" SOILS ENGINEER: PROPERTY AREA:
TOPOGRAPHY SOURCE
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS COMPACTION TEST OBSERVATION OF SUBGRAOE OR BASE ROCK GRADE SHALL BE
SHALL 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW COORDINATED 6Y THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT GEOTEK, INC 17.04 ACRES (GROSS) FIELD SURVEY OF THIS SITE WAS PERFORMED
APPROVAL. NOTIFICA'T'IONS INSPECTOR. ALL GRADE INSPECTIONS WILL 8E IN CONJUNCTION WITH OR� 1384
\A5 A CA 92pg1A AVE.
5 S7E. A 11.28 ACRES DISTURBED ON AUGUST 2005 8Y DENNIS JANDA, INC.
25. SOURCE OF TOPOGRAPHY: FIELD SURVEY JAN 2004 CONTRACTOR SHALL NOTIFY CITY OF MURRIETA A7 (951�;4^�GI'GDa?� AT LEAST PRECEDED 8Y COMPACTION TESTING.
760.599.0509
2 WORKING GAYS IN ADVANCE OF STARTING CONSTRUCTION. "DECLARATION OF RESPONSIBLE CHARGE" Fax 760.599.0593 THOMAS BROS. COORD..
26, SEPARATE HAUL PERMIT IS REQUIRED FOR ANY IMPORT/EXPORT OF
MATERIAL TO/FROM THE PROJECT SITE. AT LEAST 2 WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION CONTRACTOR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, PAGE 9581 G-6 (2006)
27. THE CONTRACTOR SHALL SCHEDULE APRE-CONSTRUCTION MEETING WITH THE SHALL NOTIFY: THAT EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
CITY LANDSCAPE ARCHITECT AT LEAST 24 HOURS PRIOR TO BEGINNING OF RANCHO CALIFORNIA WATER DISTRICT (951) 296-6900 DEFINED IN SECTION 6703 4F THE BUSINESS AND PROFESSIONS COOS, AND OWNER/APPLICANT
ANY CONSTRUCTION. ALSO, THE CITY LANDSCAPE ARCHITECT SHALL BE THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. MURRIETA 18, LLC
NOTIFIED AT LEAST 24 HOURS BEFORE ANY CONCRETE CURE POURS ARE EASTERN MUNICIPAL WATER DISTRICT (800) 422-4133
MADE. THE CITY LANDSCAPE ARCHITECT'S PHONE NUMBER IS (951) UNDERGROUND SERVICE ALERT (800) 422--4133 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Ronald M. Tate, President
698-0122. BY THE CITY OF MURRIETA IS CONFINED TO A REVIEW ONLY AND DOES NOT CITY OF TEMECULA Tate Diversified Development, Inc.
THE APPLICANT IS HEREBY NOTICED THAT THEY MUST COMPLY WITH RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 22 South Santa Cruz Ave. Second Floor
2e. E DESIGN. RECOMMENDED 8Y:C'z&,4&, � DATE: a Z� /o os Gatos, CA. 95030
ALL STATE AND FEDERAL ENDANGERED SPECIES LAW. �E CITY ofBEARINGS (408) 399-4950
MURRIETA IS NOT RESPONSIBLE FOR ANY SUCH VIOLATION OF STATE OR BASIS OF �G�
FEDERAL ENDANGERED SPECIES LAW DUE 70 THE APPLICANT'S THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS `'� DATE: � �� ' � U ACCEPTED BY: ..,,,- ATE.. (408) 399-4960 (fax) PREPARED: 9/07/10
ZNON-COMPLIANCE. "TRAK AND MATH° (POSITIONS PER NATIONAL GEODETIC SURVEY, GRS80REG BUTLER
HECTOR L. CORKER SHEET SHEETS
� ) 06-3866 ELLIPOSID, CCS839 EPOCH 1995.5) AS SHOWN ON THE MAP FILED IN 800K 1021 TEMECULA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 1 CITY OF MURRIETAQ
29, IN CASE OF EMERGENCY 24 HOUR CONTACT IS JQHN LEWAY CELL <951 9 PAGE 50 THROUGH 65 4F RECORDS OF SURVEYS IN THE OFFICE OF THE COUNTY R.C.E. 36306 3
RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N52'19'02.84'�E. EXPIRES 6/30/12 R.C.E. N0, 47109 Expires 12/31 /1 1
MB 8/359 POR. LOT 122IS AL
�
"AS-GUILT" RECOMMENDED APPROVAL BENCHMARK � o JACKSON AVENUE ROUGH GRADING PLAN
pFES5/
Underground Service AIBI�� RIVERSIDE COUNTY DESIGNATIONS T-46-81 ON 2-1/2 Ql EngtineerzngTHE RECEIPT OF AS-BUILT PLANS AND CITY'S BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION K �� C
�' .�o op SA 28465 OW TOWN FRONT STREET (951) 506-�!i9(951) 506-4919 FAX 3
ACCEPTANCE THEREOF DOES NOT ABSOLVE THE OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILE h V rp c T E SHEET
� CalloTOLL FREEENGINEER OF WORK OF ANY RESPONSIBILITY OF THEIR N/W ON FRONT STREET- JEFFERSON AVE, TO THE � r� 9 � SUITE 315ACCURACY.
INTERSEC7ION OF JEFFERSON AND WINCHESTER <HWY 79) APPROVED �
goo ENGINEER OF WORK: 2A MILES N/E ON WINCHESTER ROAD (HWY 79) TO A No. 36306 PREP D UNDER E DIRECTION OF:
c� 100800 BRIDGE OVER THE TUCALATA CREEK AND SANTA � Exp. e/3o/t2 PATRICK A. THOMAS �YYL-� DATE_DATE. �I19 /
�: -� GERTRUDIS CREEKFORK, IN THE SIE WING WALL, 6 SiE �C * SIR TOR TOF P �..�C R.C.E. Na. 44223 EXP. 6 30 11
NI 227w6OOO DATE: OF CORNER OF BRIDGE ABUTMENT 3' E OF STEEL `r� C+V1�- `4`
WILLIAM G. BIXBY GUARDRAIL, 19' OF TELEPHONE SERVICE BOX. '�TF R.C.E. 36306 DATE IN SHT. DATE INITIAL DWN BY: PROJECT N0. DRAWING N0.
HECTOR L. CORKER BUREAU VERITAS NORTH AMERICA, INC. OFCg1,\F ENGINEER: L. CORKER REVISION DESCRIPTION N0. CHKD BY:
R.C.E. 36306 EXPIRES 6/30/12 ELEV. 1o9i.o7a EXP. DATE: 6/30/12 DATE � � � �� ENGINEER OF WORK CITY APPROVAL OS-37831 GR 7352
TWO wo�K�o oars ee�►oRs YOU ao RICE N0. 48819 EXP. 9/30/10 FIELD BK:
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7 INSTALL 6" THICK DG ROADBED FILTER R BLANKET
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8 CONSTURCT THICK DG VEHICULAR TURN AROUND PER RCFC STD. NO. M827 PuNc ED, ON--WOVEN APRIPRAP
CONTACT WITH ALL su FACE.
INSTALL 1 4 TON RIP RAP SLOPE PROTECTION PER DETAIL THIS SHEET RIPRAP SECTI116— - I B �
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01W800 Exp. �/�0/12 442�� EXP. s �G 11
DATE: 9 f /
� DWN 8Y: PROJECT N0. DRAWING NO.
I 2270#3000 1NIL.LIAM o. gIX�Y�...,.• • DATE. � C I V 1�- '�'
�, _ -q� �� HECTOR L. C4RREA R.C.E. 3$306 DATE INITIAL SHT. DATE INITIAL CHKD SY:
BUREAU vERITA� NORTH AMERICA, INC. �o�- ��� R.C.E. �s�1a� REVISION DESCRIPTION No. oa--37831 cR 7352 I,��
R NO. 48819 HECTOR L. CORREA CA
CE ,� ,� DATE 1� ENGINEER OF WORK CITY APPROVAL FIELD GK.
EXP. 9-30-10 R.C.E. 36306 EXPIRES 6/30/12 EXP. DATE: 30 12
EROSION CONTROL NOTES: ST MA AGE E T PLA OTES
LEGEND: 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE
-1 At , rrrrr
.� ,, , •,,, AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, Crushed aggre ate greater than 3"
Q`� iri�'�� Vn0s'?o',(1SWALES AREA DRAINS, NATURAL DRAINAGE COURSES, OR 1NIND. but srnalier t an 6 �n ,, ,.-� ,�,.,•,�,r,;., iN CASE OF EMERGENCY, CALL J�JHN LEWAY 2 x 2 STAKE 36 WIDE FILTER FAQRIC
INSTALL 4� BAG HIGH SILT TRAP �► t� .•••�„ f ber roll Filt r fabric 20 O.C. MATERIAL STAPLED OR
4 ., %%'�'r' akin a �evel contour, — e
�► ,,,�.,�,, ,�,��- � WORK (951) ��� 204$ Original RING WIRED TO STAKE
,;•,�,,; U 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS rode
`� �''r''•�''��'' -� HOME: (95-11906 -3866BE N M N N N
MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE4(12 in) Min, unless otherwise
RAVEL CONSTRUCTION ENTRY �' FORCES OF WIND OR WATER. specified by a evils engineer
G .� Fiber rolt �`` EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
�` �► NECESSARY MATERIALS SHALL BE AVILABLE ON � ��CTIaN 8�-B '
r •,r, TIMES DURING THE RAINY SEASON. NECESS 'MATERIALS MUST BE STORED
3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC �
.� y a' ,,;,,�;; SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION N
INSTALL STEEL SHAKER PLATE ;,,•,,,,,,, IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE
OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.- °
.;.,-,% • SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE width a9
�,r,-r�,r��•' TO BE PROTECTED FROM THE WEATHER, SPILLS MUST BE CLEANED UP required to
•',,•,,, `� DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE < accomated
Vertical s aoin �•;✓ y R. i anticipated
INSTALL SILT FENCE TYPICAL r t n gthe '' IMMEDIATELY AND DISPOSED OF IN A PROPER MANNE SPILLS MAY
ease 01 o IN RING DEPARTMENT, traffictow
f ace o e 5xope .v ENGINEERING
NOT BE WASHED INTO THE DRAINAGE SYSTEM. 04
weer V_
C= INSTALL GRAVEL FILLED BAGorles and0 nstalt a fib rot( near x m,�
tope wh re ei IransItIons ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF W
Cn�� a s�eeper Mope 4 EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC INSTALL STEEL SHAKER PLATE
���r � � � ®��■�r INSTALL FIBER R EACH WORKING DAY WHEN THE 5—DAY RAIN PROBABILITY FORECAST EXCEEDS WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO
S LL IBE ROLL ' M I N FA13FIlC SILT" FE14CE
RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF Mate
_ � Existing N T�
g MIN. AS SOLID WASTE.
POVIN roll AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS Grade
12 ALbN PARKWAY R/�1'�VE?L CONSTRUCTION ENTRY
�o Q AND DESILTING BASINS, AND THE BASINS PUMPED DRY. - RELATED SOLID WASTES MUST BE DEPOSITED
3 � � 5. TRASH AND CONSTRUCTIONNrs
, INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF
4� MI GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE RAINWATER AND DISPERSAL BY WIND.
z OF SLOPE AT 'THE CONCLUSION OF EACH WORKING DAY.
H
B. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE
3pakes THE CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO CONSTRUCTION ENTRANCE ROADWAYS
SITE BY VEHICLE TRAFFIC, THE CO S
1 BAG HIGH Spacing PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING
A HAZARDOUS CONDITION. DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE
ENTRENCHMENT DETAIL SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR
3 BAG HIGH SANDBAG LAYOUT SHALL BE INSTALLED AS SHOWN PER PLAN OR AS DIRECTED
N.T.S. ' OTHER MEANS.
SECTION C BY THE CITY 1NSPE 0R.
M
`�. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATI i� U � LOT 3GRAVEL BA TYPICAL �
TYPICAL FIBERROLL INSTALLATIOPJI I SO AS TO INHIBIT EROSI N BY WIND AND T I 1
BE STAB L ZED � f
N,T,S. TR 29548
TR3 6 4
i
MB319/13 1
-.._`-�,.,. 65
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\ ,r TYPICAL SLOPE PROTECTION NOTE:
,4 APPLY SELECTED SOIL BINDER PER MANUFACTURES
'S
4 SPECIFICATION ON STOCKPILE AREA PER FACT SHEET
TORMWATER BMP
EC-5 SOIL BINDEf�S, CALIFORNIA S
HANDBOOK CONSTRUCTION DATED JAN. 2003.
.- IST, STOCKPILE
PER DPO0A%
Q �
mo 8/359
Q
f
X\ .,
4CONSTRUCTION NOTES INSTALL EROSION CONTROL SILT FENCE PER DETAIL THIS SHEET
ENTRY (MIN. 3.- 15 STONE PER DETAIL THIS SHEETINSTALL GRAVEL CONSTRUIC E ) I I
I � �
� •� INSTALL EROSION CONTROL GRAVEL BAG
T SEE SEC. BB
INSTALL TEMPORARY PLASTIC LINING DOWNDRAIN PER DETAIL THIS SHEET
DETAILTOP-
INSTALL F
PER DETAIL THIS SHEET WRAP PLASTIC WRAP PLASTIC
SEDIMENT TRAP/BASIN T
100 SPI WA V. , ROUND GRAVEL ROUND GRAVEL
-- HANDBOOK DATED JAN. 2003 TOP CIF' BASIN BAG BAG
� APPLY SOIL BINDER PER EC � CA. STORMWATER BMP D
„ SLOPE
, ,RHIC SCALE7 INSTALL THICK DO ROADBED 2.
4
P. RAGE' RAVEL BAG ROW AT •25' INTERVALS 9/07/10
30 0 15 30 60 �3 CONSTURCT 6 THICK DG VEHICULAR TURN AROUND PER RCFC STD. NO. M827 PRO G PLACE G
4:1 12.2 A�: 1 14MIL PLASTIC LINING
SLOPE WRAP PLASTIC 10MIL PLASTIC LINING SHEET SHEETS
INSTALL FIBER ROLL PER DETAIL THIS SHEET SLOPESECTION B SECTION A ROUND GRAVEL SECTION BB N I N DEPARTMENT 3
�EDIMER"1' TRAP/BASIN'' �'/ �# I�1 C�E"�'"A1l. BAG "Y'!E�'�"�R�►RY �1.,/� '�"1� I..MRII�IGi E]�1�RIJR/G►IR D��'A1l. E G EERING DEPARTME
SCALE: I�� 30' 1 p INSTALL 1/4 TON RIP RAP SLOPE PROTECTION PER DETAIL SHEET 2 NTH SPILLWAY DETAIL NTs
RECOMMENDED FOR APPROVAL BENCH MARK.
SEA 9MB 8/359, PORTION OF LOT 122
1���-B�iLT �o�EssI Iocivil NA g i�n 6 9 d"n
�.
1 0 - _g JACKSON AVENUE
Undo un Service Alert THE RECEIPT OP AS -BU1L T PLANS AND CITY S .�o� C 28465 %0 TO FRONT 5T�E T (951) 5W--09 (951) 5M-4919 FAXSEE SHEET NO. 1 � � EROISON CONTROL PLAN
R ACCEPTANCE THEREOF DOES NOT ABSOLVE THE � SUITE 315� hlc.eng@verizon.netRESPONSIBILITY OIL �' APPROVED
l VIOER DEVELOPER OF ANY
����r��� ���� sv�D l CA 92590
0 THEIR ACCURACY.
N�. 33a6
PATRICK A. THaMAS � DATE �.
r pREp ED UN R THE t�IRECT{0N UF'.
+� 0 ENGINEER OF WORK: Exp. 6/30/12 CITY ENGINEER R.C.E. NU. 422� EXP. 6/30/11
µN
__.. . DATE: ENGINEER!O
1227m49000WILLIAM G. BIXBY ATE: �' - DWN aY: .
D �, � PROJECT NO DRAWING NO.
I NORTH AMERICA INC. --- .q�, '!V 1 HECTb L. CDR EA R.C.E. 35305 DATE INITIAL SHT. DATE, INITIAL.
BUREAU VER TAS
` OF, a R.C.E. 38306 REVISION DESCRIPTION Nl CHKD BY, 08--37831 GR 7352
RR ACA
RcE Na. 4881'9 HECTOR L. CO E
.. .. XP. A 8�-3U-12 DATE � ENGINEER OF 1�1QRK CITY APPROVAL FIELD BK.
YWO WORK WO D�1'�,>lat HEFORIN YOU e ExP. 9 �o IQ R.C.E. �B�a� EXPIRES B/�0/12 E DATE: