HomeMy WebLinkAboutTract Map 22761 Lot 58-61 Precise Grading LEGEND HMW PROJECT SITE
PAD ELEV,-13'0
TDP OF CURB 0000,00 BZ
T.C. �
22 761
FLOW LINE F.L. ? z
TRACT NEI:2 L-M� B �- 2 R
HIGH POINT H.P. ri— _ZZ
1 151-M. 16-M. P N P
1 11
FINISHED GRADE F.G. 5, cEucEPr C 5, s, C � — IRECISE GRADI Ci LAN
-7— D 5' D
OM
FINISHED SURFACE F.S. MIN MIN MIN ISD) MIN !►
q
GARAGE FLOOR GF 0000.0 111DEL I T E L 11 T 8 61
RXz
PAD ELEVATION PE 0000.0 i X: X: VIA
X
FINISHED FLOOR FF 0000.0 PROJECT SITE
WATER SERVICE W ZTa)� Z o 8 ROAD
1QZ N1p4 k4X '� N
SEWER SERVICE S YNEZ ROAD
AIR RELEASE VALVE N
FIRE HYDRANT N°' TYPICAL SIDE YARD DRAINAGE
DRIVEWAY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE RD'
6 6
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 64 63
STREET LIGHT fit 61 60 59 58
I I CALLE WY, 79
SLOPE RVA
TD SAN DIEGO
�a
35 36
TOP GRATE T.G. 37 38 55 56 57
PIPE INVERT INV,
39 VICINITY MAP
40 54
ACCESS RAMP 42 41 C�'P N❑T TO SCALE
PAVING NOTES CORTEL❑T NUMBER QGRADING NOTES
�p0
INDICATES MODEL 1 . Minimum parking lot grade sha I I be one ( 1 .0) percent .
1, ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
4
UNIT TYPE 2. Minimum grade for ribbon drains sha I I be 0.35 percent . AS AMENDED BY ORDINANCE 457,
B
3. An approved so i I sterilizer sha I I be used on all subgrade surfaces ,gyp. 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE
INDICATES ELEVATION
prior to placement of paving. �tiG' CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
THIS LOT REQUIRES A BACKWATER VALVE 4. Asphaltic emulsion (fog seal ) sha I I be applied not less than fourteen TIER 3. MAXIMUM CUT OR FILL SLOPES = 2:1.
PER SECT, 409 OF U.P,C, PER APPROVED - ( 14) days following placement of the asphalt surfacing and sha I I be RA
WATER AND SEWER PLANS. ( SEE INDEX MAP ) applied at a rate of 0.05 gallons per square yard, asphalt emulsion 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
sha I I cont orm to Sect i ons 37, 39 and 94 of the State Standard FILL SLOPES OVER 5' HIGH,
Specifications . INDEX MAP
5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT
5. The subdivider or contractor shall apply to the City of Temecula _ S❑ILS ENGINEER WH❑ SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
12 MIN, ABOVE PAD ELEV, Department of Pub I i c Works f or an encroachment perm i t f or a I I work SCALE= 1 -- 200 PLACED AND WHO SHALL SUBMIT A FINAL C❑MPACTION REPORT FCIR ALL FILLS
within City right-of-way. OVER 1' DEEP,
— LOTS INCLUDED 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ROUND OFF TOP 6. Two special inspections are required by the Department of Public ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
P/L Works , one inspection at the time the base is placed and the second GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO
5' when the A.C. has been placed . ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES,
7. The contractor shall be responsible for the clearing of the proposed
work area , and relocation and cost of all existing utilities . The INV, OF PIPE 1/2' ABOVE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
City shall be informed 48 hours prior to beginning of construction TOP OF CUT SLOPES,
at (909) 694-6411 . GUTTER FLOW LINE
._.. INSTALL 3' ROUND B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
SECTION B B 8. A compaction report by a Soils Engineer shall certify 95 percent GRATE ONE FOOT,
FOR REAR YARD SLOPES GREATER compaction of base prior to ca I I for second inspection and a R/W 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATI❑NS OF
THAN 5' IN VERTICAL HEIGHT placement of asphalt paving . CURB AND 6 SIDEWALK 4 THE PRELIMINARY SOILS INVESTIGATION BY,
GUTTER I LEIGHTON AND ASSOCIATES DATED JUNE 16, 1989
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO HE
6' MIN. 5' MIN. P/L 5' MIN, 6' MIN. ? x ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATI❑N DESIGN RECOM-
3' MIN. 1' 1 3' MIN. MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM-
MUDSILL MIN. MIN. MUDSILL INV. ELEV. = GUTTER3#x3&x3# TEE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT.
FLOW LINE +0. 14' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
J3* PVC SCR. 40 3' ABS (SDR-35) DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
~X ~ 3�"x38~ ~x ~ (ALT. 3 ABS SDR-35) OR 3' CARLON REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC-
3636
CONI. STOOP CONC. STOOP CONC. STOOP OR 3' P.V.C. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
12' MIN, 12' MIN. 47.00' 47.00' Y N
CURB OUTLET C ❑NNECTI ❑N 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
2% MIN. 211 MAX. 6' TYP. 2% MIN. 9 10 NOT TO SCALE SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
21% MAX. MIN. 21% MAX. DETAIL PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSI❑N AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
SECTION C -- C 36"x36" THE APPROVAL OF FINAL INSPECTION,
CONC. STOOP Ns
e12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METH❑DS,
5' MIN P/L ;, e s S CONSTRUCTION NOTES & QUANTITY ESTIMATE
B 8 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT
3' MIN, 1' T
NO. ITEM QUANTITY UNIT LESS THAN 1/4' PER FD❑T FOR A MINIMUM ❑F 3 FEET,
MUDSILL MIN,
6 MIN. 00 36"x'M o0 36~x36" o0 01 LOT GRADING (4 LOTS x 15 C,Y,/LOT) 60 C.Y. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
CONC. STOOP CONC. STOOP PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
:4. REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA--
(W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE1 EATI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
b 7 ,
WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
12' MIN. 211 MAX. BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING
DEPT. FOR ALL WORK I N PUBLIC R/W. 15, EROSION C❑NTROb ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
2% MIN. 6" MIN. TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
21% MAX, a INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-T, J & R CONC. 1 EA, 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN-
MODEL NO. V-2R OR EQUAL APPROVED BY EMWD. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS
SECTION D — D 4 EXIST. WATER SERVICE LATERAL TO BE REMOVED do RECONSTRUCTSHALL BE PLANTED AT 10' ON CENTERS,TREES, 20' ON CENTER, COMBINA-
OUTSIDE OF DRIVEWAY PER RCWD STANDARDS. 1 EA, TIONS, 15 ON CENTERS, SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Under round Service Alert BENCH MARK a 3" A.C. OVER COMPACTED NATIVE MATERIAL SF U,P.C, CHAPTER 10,R,
Robert Deis, �`illidm �'rnst do Associates MINTY OF RIVERSIDE B.M. T-29-81 Q PAINT 4" WIDE PARKING STALL LINES SOLID WHITE 162 LF 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
PROFESSIONAL ENGINEERS, PLANNERS k WKYORS 2112' BRASS DISC IN CHIC, CYLINDER DATED FROM THE INTERSECTION IF FRONT ST.
27555�ROAD � 4OOwTpEC�I CA. 951a7 PAINT HANDICAP SYMBOL 1 E A,
AND RANCHO CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCID CALIFORNIA ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES N❑T RELIEVE TO THE INTERSECTION OF RANCID CALIFORNIA ROAD AND MARGARITA MAIN THE KV,CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 OWNER/DEVELOPER ® CURB CORE FOR AREA DRAIN (REQUIRES SEPARATE CITY PERMIT) 7 EA, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
1 -800-422-4133 CORNER OF THE INTERSECTION F E, OF A 7' CHAINLIW FENCE, 21' x 16' VAN DAELE DEVELOPMENT CORP. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
9 INSTALL 3" PVC DRAIN LINE PER LANDSCAPE ARCHITECT PLANS REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND SQ CALIF, GAS VALVES, 40' N. OR PP. X#) 94' IV, OF THE CENTERLINE 29 00 ADAMS S T. S T E. C-2 5 T 0 THE CITY ENGINEER FOR REVIEW AND APPROVAL,
OF RAHN CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' V. OR MONUMENT, RIVERSIDE, CA 92504 ® INSTALL GRATE FOR AREA DRAIN PER LANDSCAPE ARCHITECT PLANS
WORKING DAYS YOU DI ADJ, DATES 9-13-82 ELEV. 1128,410 (909) 354-2121 LD9�- 039 GR
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Drawing No.
CONSTRUCTION RECORD DATE 8Y REVISIONS DATE ACC'D BENCH MARK �� QRo F E S S 7 pN DES I(�D BY DRAWN BY CHECKED BY DEPARTI�NT OF PUF3i_I C WORKS
JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED BY: DATE: - 1- CITY OF T w
Contractor a� !�'y y PI ans Pr red Under The Supervision Of f`
ACCEPTED BTRACT No . 22761
DATE1
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SEE ABOVE AS SHOWN � Nb.43090 Date: Z� PRINCIPAL ENGINEER, FOR CITY ENGINEER
Inspector Exp. 3/31-0 STEVEN W. CRESSWELL '~
sl /Y1` ��� MI HA L A. YLMAN PRECISE GRADING PLANS N
Date Completed or CNFo� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Exp i res 12-31-99MODEL SITE LOTS 58""'6 SHEET 1 OF 2
PLOT: 3-25-96 JN: 400927
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DFOPt HARDSCAPE AMD DR.AI"S GL-Lw
L.AMOSCAPE ARCH 17e0T�
SCALE 1 " 20' ��
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20 10 0 20 40 60
FRO CONSTRUCTION NOTES
GRAPHIC SCALE IN FEET (D LOT GRADING (10 LOTS x 15 C,Y,/L❑T)
02 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207
(W= VARIES) , SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE
WITH FULL HEIGHT CURB, GUTTER AND SIDEWALK AS REQUIRED
BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING
DEPT. FOR ALL WORK IN PUBLIC R/W.
Q INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-T, J & R CONC.
MODEL NO. V-2R OR EQUAL APPROVED BY EMWD.
0 EXIST. WATER SERVICE LATERAL TO BE REMOVED k RECONSTRUCT
OUTSIDE OF DRIVEWAY PER RCWD STANDARDS.
a 3" A.C. OVER COMPACTED NATIVE MATERIAL.
Under round Service Alert
Q PAINT PARKING STALL L I NES SOLID WHITE (4" WIDE).
Q PAINT HANDICAP SYMBOL .
o Q
CURB CORE FOR AREA DRAIN (REQUIRES SEPARATE CITY PERMIT).
CALL TOLL FREE Robert Beim 1lrilliam Frost & Associates a9 INSTALL 3" PVC DRAIN LINE PER LANDSCAPE ARCH. PLANS.
PROFESSIONAL EWIWERS, PLANNERS k SURVEYORS Ip INSTALL GRATE AREA DRAIN PER LANDSCAPE ARCH. PLANS.
1-800-422-4133 27555 ttNEz ROAD, ST. 400•TBIEaJu CA. 9N1
(909) 676-8042 , FAX (909) 676-7240
Two WOWING DAYS BEFORE YOU DIG
LD96-m Q39 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCAB QRpFESS10* DESIGNED BY DRAWN BY CHECKED BY MM Y Drawing No.
O
JOHN LeSAGE ADEL S. CASAO JL RECOMMENDED B DATE: A_-_-'� CITY OF T DEPARTMENT w PUBLIC wam o
Contractor HORIZONTAL �`� ��� !�� '� Plans Pre red Under The Supervision Of �/
y ACCEPTED BY: f DATE: 77"PoNO . V)
1 " = 20' NJo.43oso PRINCIPAL TRACT
Inspector SEE SHEET NO. 1 �Xp. 3/31-0o Date: ENGINEER, FOR CITY ENGINEER -
` MICHA A. T MAN STEVEN W. CRESSWELL
Date Completed VERTICAL �' 1 V 1 PRECISE GRADING PLANS ,.
cv
N/A if OF Ck�1R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 N
MODEL SITE LOTS 58 — 61 SHEET 2 OF 2 -r
PLOT: 03-18-96 JN: 400927