HomeMy WebLinkAboutLot 86-94,96-99 Precise Grading a
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GENERAL NOTES:
IN THE Cl T Y OF TEMECULA, CA. ----
GRADING NOTES 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
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PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING R, 2. PLANS P
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE 3. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN.
STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
A C TT 0 TIES. TRA C T 4. SE TBA CK IS MEASURED TO THE NEAREST VERTICAL PROJECTION.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF IX DRAINAGE SWALES S23209 TRO VA TO ETBACK 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE
TOP OF GRADED SLOPES FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT PHASE8LOT86 �6 - ,9C� Q• * H.P. SWALEA S SHOWN ON PLOT PLANS ARE SCHEMATIC.
ATION OF SW LENO'S 6 LDC
NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET 947 �• �P PAD ELEV.
SWALE 1% MIN.
J MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. S 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES.
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM C-
FLOWS, OR PROVIDE GRADING BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN ® I � 8 NO DRIVEWAY SHALL EXCEED 14.°r GRADE, WI TH A VERTICAL
® ® ® IF ADJACENT TO STREET = 15' MIN. CURVE AT THE GARAGE.
VERTICAL HEIGHT OR THAT AREA ADJACENT TO GRADED AREAS TO DIRECT RUNOFF AWAY FROM �� I IF NOT ADJACENT TO STREET = 5' MIN. H� ,
THE TOP OF SLOPES. 7 r- Z 9 10 MIN. 9 EACH LOT TO BE SERVED IMTH A 4 SEWER LATERAL AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED ClV1L ENGINEER, SOIL _ ® I a GARAGE SIDE A 1 WATER SERVICE, UNLESS OTHERWISE NOTED.
ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEENT.� ® �\ �+ 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT.
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ` � It lit o FRONT
OVER 1' DEEP. r ® x a SETBACK LINE
/ \ / 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS \ ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION
CODDEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE \l DETAILS.
WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. y, ® ,�` 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO A
CERTIFICA TION SHALL BE TO LINE, GRADE, ELEVA TION AND LOCATION OF CUT / FILL SLOPES \ ® ® ® i SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. A1" WATER I BUILDING FOR THE REAR YARDS.
SERVICE STREET SYMBOL
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIA41NARY
SOILS INVESTIGATION BY NORCAL ENGINEERING DATED JUNE 6, 1997 TWO SETS OF THE FINAL \ SLOPE LEGEND
COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL \ � - - -
\\ rr �'� �� r r
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN 4" SEWER LATERAL� A �. ..,,� �� �� ��,�, ... IM PR OVEM E.�y T
DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TO RI VFRSIDE _
i I SUBDI VIS/OYV BOUNDARY �...�..,.
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN TO CORONA \ TYPICAL LCT DRAINAGE
�
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THE INSPECTION MUST BE & SETBACK DIMENSIONS EASEMENT LINE - -
APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. \Amok 1 I
15 � � � i� II � F�NrsHED fZ OCR ELEVA 776WF.F.= 259.1
PUBLIC WORKS DEPARTMENT PHONE: (909) 694--6411 II
Rood Z
GARAGE FACE ELEVA NOW AFF= 25814
'�vn'iefa � / � I
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT ` Hot I LOT NUMBER 124
CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. `
�. I CONSTRUCTION NOTES OUANTITY,� \ m' / , IIPAD ELEVA nav PAD =
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE �r S�TE j _ I FG
APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH �� \ Q1 SIDEWALK UNDER-DRAIN PER CITY OF 4 EA. RNISH GRADE
CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL / X , I TEMECULA STANDARD NO. 303 FS
HEIGHT SHALL HAVE PERMANENT IRRICA TION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0 V1y I f]NISEl SURFACE
THE U.P.C. La Ser �� qi- �, I INSTALL 3 PW (CL 150) 430 L.f FL OW LINE FL
12. FILL MA TERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN Road o- \ TOP OF GRA TE 0 TG
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING alifor�ia � I I Q3 6" INLINE DRAIN W/ PEDES TR/AN RA TED 11 EA.
TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEANED, KEYED, \ I GRA TF (NYLOPLAST OR APPROVED EQUAL) PROPOSED SLOPES 2-1 UNLESS OTHERWISE NOTED
AND BENCHED INTO FIRM NATURAL SOIL FOR FOR FULL SUPPORT. A REGISTERED CIVIL Raf1cho o
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. -�
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE o \ I PROPOSED CON70URSCb
INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND N I
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING \
EXIST. COWTOIJRS 250,___
OPERA TIONS. PROPERTY LINE
STA TE ROUTE 79 6" TYPE 'G' CURB & GUTTER
1M
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ` GARAGE
EXIST. P.C.C. SIDEWALK
15, STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) \ r FRONT SETBACK
SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED Cl WL ENGINEER, \ VARIES VERT. CURVE �J•
SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL 10' PARKWAY TRANSITIONw EXIST. PEDESTRIAN RAMP
HEIGHT. TO SAN DIEGO \ 2 20
16. A REGISTERED CIVIL ENGINEER OF LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF / - EXIST. STORM DRA/N �,.
KEY MAP
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA TION (WITH 1 4% MAX
RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA TION NTH RESPECT TO ADJACENT " � I DEWALK 2X Q' EX1'ST. STORM DRAIN INLET
GROUND SURFACE !S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL SCALE.' 1 = 100 \ STREET �-^ �W
Q LOCATION MAP
BE GI VEN. \
MATCH DRIVEWAY ISOLA 110N JOINT DRAINAGE SWALE
17. EROSION AND SEDIMENT CONTROL: THE PERMI TEE SHALL ABIDE BY ALL OF THE REQUIREMENTS NO SCALE 3 GRADE (EXPANSION) EXIST SEWER MANHOICE -------
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES
THROUGHOUT THE DURA TION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES TYPICAL DRIVEWAY PROPOSED SEWER SERVICE LA TFRAL -.
PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO N.TS, PROPOSED WATER SERVICE LATERAL -
OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
EXIST. FIRE HYDRANT
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION / GRADING. SWALE R GATE VAL WS20. THE PERMI TEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC Plan 1 2 3 Flan4 5 SWALE
RIGHT-OF-WA Y. , BU77ERfZ Y VA VES ! I
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 5 MIN
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 45 40 45 45 45 4' III/IV.I 1' VARIES 5' MIN. THRUST BLOCK
FlNISFIED FLOOR Fl ISNED FLOOR FlNISHED FLOOR FlNISHED FLOOR
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL LEVATION CLEMTIAN ELEVA110Iv ELE�A77ON A/R VACUUM
BE PROMPTLY SUBMITTED OT THE CITY ENGINEER FOR REVIEW AND APPROVAL. s OW ON PLAN As OW ON PLANS) AS SWOW aw PLANS) (As WOW av PLANS 6"MIN �(0�
FINISHED FLOOR INDICATES LOTS REQUIRING �
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY o ELEVATION ►• L �`* w `� " SEWER BACK FLOW PREVENTER
CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR `a A5 VOW ON PLANS) '� � � � x., ►�I � �, `�' � 18 MIN.
FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR OWNER/ /
Z 2
N N i I BETA/N/NG WALL - PER SETA RA 7E PERMIT
1 h %
DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESErl�(11STD 4" GFT _ 1% MAX-) 0.2'DF
AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N DROP 9 5 o.o2xI4.5 0. " L2 EXTRA DEPTH FOORNG
FROM FF GFF- -FF-0.s FT GFF- MIN.
FF-(0. 2x22.5) t
GEF= FF-(o.02 x 23) GEF= -0..
CONTRACTOR'S NOTE GARAGE FINISHED -(0.02 x 29.5 -am FF-(o.o2x9.5)-0.33 -FF-a 8 Fr �-
FLOOR= -0.33 =FF-a 79 FT =FF-0.52 FT FF-(D.02 x 5 TYPICAL SWALE=SLOPE STREET LIGHT
0.33�FF--0.43 FT
FT-(0.02 x 20.5)-0.3
UNAUTHORIZED CHANGES do USES: The engineer preparing California Council =FF--0'74 FT # -fT0.92 FT OPTIONAL DECK
these plans will not be responsible for, or liable for, unauthorized NOTE:
changes to or uses of these plans. All changes to the plans must be of CMI Engineers SIDEWALK SIDEWALK I• PUNT SLOPE FOR SLOPE 3' OR LEn PUNT& IRRIGATE SLOPE 5'
in writing and must be approved by the preparer of these plans. & Land Surveyors CURB LINE OR GREATER PRIOR TO INSPECTION PLAN TYPE 1 A
>1
Construction contractor agrees that in accordance with generally accepted construction TYPICAL FAR ALL GFF ELEVATIONS• IF DROP IS OTHER THAN SID 4 INCHES` PLAN WLL PROVIDE NEW ELEVATION AND DROP AND/OR NUMBER OF FROW FF. ELEVATION TYPE --
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practices, construction contractor will be required to assume sole and complete responsibility for 0' VARIES
` job site conditions during the course of construction of the project, including safety of all persons
r and property, that this requirement shall be made to apply continuously and not be limited to 40 PVC PIPE W/AREA ORA IN
normal working hours, and construction contractor further agrees to defend, indemnify and hold FOOTPRINT D
ER
city of Temecula harmless from any and all liability, real or alleged, in connection with the
EXIST 1.OX ENHANCED REAR ELEVAnow
performance of work on this project, excepting liability arising from the sole negligence of city of NO SCALE STEP FIN. FLR. ELEVATION ,. GRADED PAD
Temecula professional. _ �nMIN. 1.0N ENHANCED SIDE ELEVA1ON ES
4»
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PERMIT* LD04 01 3GR
PRI VA TE EN�INUR S,NQ�1 -Z2 THE CON TRACTOR: RENCHVVIARKCOMPACTED FIL
H.P.DIG
GRADE TO DRAALERT
IN PAD E WALE =
<: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC. !pP FLOW-INE OF 1Z SWALE '
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO ��'� ALONG SIDE YARDS
x, AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES ME ON RANCHO CALIFORNIA ROAD TO THE
PROmcTDE%GW CaNSUL�nANT�1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE
; CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N.W. CORNER OF THE INTFRSECTIN 1' E OFA 7' CHAINLINK FENCE, 21' x 15'
TYPICAL PAD FINISHED GRADING ftmffim • BrApIramim • awwammv • 3unw/M
a AT LEAST TWO DAYS PROTECT THE UTILI TIES SHOWN, AND ANY OTHER LINES OR STRUCTURES
AROUND S0. CALIF. GAS VALVES 40' N. OF P.P. (NO.1)94' N. OF THE 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590--- -- --- ---- --��-��-�
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTIONN.T S 909-695-5596 FAX 909-695-5597
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1
W. OF MONUMENT.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ADJ. DATED 9-13-82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK S '� QRorESS,oti Designed By Drawn By Checked By TEMECULA Dwg. No.
U SCALE �o Recommended By. Date: CITY OF DEPARTMENT OF PUBLIC WORKS
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EXP. 06-30-0�
-; .* * MR. RONALD J. PARKS, R.C.E. �;T" ..,�`��
Vertical ., ," AY.,'A'/.l"A'
sy, Cly�� DEPUTY DIRECTOR OF PUBLIC WORKS TROVATO
Me Canted 7� � tES' ICHAEL GORE, R.C.E. 46692 DA TE ,� � _ �]
§ N/A cA�� TION EXPIRES 06/07/06 R.C.E. No. 19744 Expires: 09-30-05 . PHASE 8 » LOT NO'S 88 - 9�, 9�6 S9 Sheet 1 of L]I
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CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO � �w����0 8�Aw
Q 6 INLINE DRAIN W/PEDESTRIAN RA TED 9 EA. 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590
AT LEAST TWO DAYS PROTECT 1HE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES GRA 7F (NYLOPLAST OR APPROVED EQUAL 909-695--5596 FAX 909-695--5597
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTI
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UNDERGROt ND SERVICE ALERT OF SOUTHERN CALIFORNIA
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CONSTRUCTION RECORD DATE BY REVISIONS ACCI) DATE BENCH MARK ' QROEESsby Designed By Drown By Checked By CITY
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SCALE o -� Recommended By. Date: DEPART)r[ENT OF PUBLIC WORKS
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MR. RONALD J. PARKS, R.C.E. w, Y
Vertical DEPUTY DIRECTOR OF PUBLIC WORKS �xY YNR ' 7190VATO
� ��d ��' MES CHAEL GORE, R.C.E. 46692 DATE �� •��• �
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Vertical * l MR. RONALD J. PARKS, R.C.E. A
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P& golfCIVIC ! JAMES MICHAEL GORE R.C.E. 46692 DATE DEPUTY DIRECTOR OF PUBLIC WORKS �f f- MVA TO
N/A '� c�►�� A77ON EXPIRES 06/07/06 f
R.C.E. No. 19744 Expires: 09-30--05 '' i�;' pH,q : LOT MD"3 9a - 9i4 Allam 9� Sheet of