HomeMy WebLinkAboutTract Map 26828-1 Lot 27-30 Precise Grading un
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TRACT NO .
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CITY OF TEMECULA,
GRADING NOTES GRADING NOTES (cont. ) MODEL
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
(1.0%). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP BE PERMITTED.
AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �ZP
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
3. MAXIMUM CUT AND FILL SLOPE = 2: 1 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT �4 15 16 17 10 1 U 20
ALL FILL SLOPES OVER 5' HIGH. RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR
THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 12" MIN. ABOVE PAD ELEV.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL D
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL �pr1D VISTA CIRCLE ROUND OFF TO
. P
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS N� P/L 5'
OVER 1' DEEP. 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR 73 J
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES 3B 25 24 23 1 22 21 1 VICINITY MAP
TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED 12 I 1 NO SCALE
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO
} FOR REAR YARD SLOPES GREATER
BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ANY SITE DISTURBANCES OR GRADING. 11
31 32 It THAN 5 IN VERTICAL HEIGHT
27 S 30
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, 10 a SECTION A--A A
ALONG TOP OF CUT SLOPES. P L r
PAVING NOTES. 9 PARK VISTA CIRCLE NO SCALE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER PSL HIGH POINT = PAD x:fl L
THAN ONE FOOT. 5 MIN. 5 MIN. P/L A
' � ELEVATION-0.2' MIN. `�
1. MINIMUM PARKING LOT GRADE SHALL BE 1 .00 6
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 2 ------- 3B 35 34 33
OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES, MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 1 3' MIN. 2' MIN. 2' MIN. 3' MIN.
INC., DATED: JAN. 11, 1991. TWO SETS OF THE FINAL COMPACTION 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE
REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS SURFACES PRIOR TO PLACEMENT OF PAVING. MUDSILL
WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 6 as 40 1 41 1 43 44 5 5' 5'
CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN PAD ELEVATION MIN. MIN. PAD ELEVATION MIN.
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT UPPER PAD
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER TERRACE - - - IMs N. MUDSILL C C
10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 1 VIEW CIRCLE 4 _---FINISHED SURFACE
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 4 LOWER PAD
INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ° -Te t a
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 3 0 1 6"MIN. o
PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-6411 DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR z 48 1 47 1 J-- 1 6 e
' ALL WORK WITHIN CITY RIGHT-OF-WAY. -- 2x MIN.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND � 21% MAX. 6 MIN. d -
FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 1 2 - k o
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
PUBLIC WORKS ONE INSPECTION AT SUB-GRADE COMPLETION AT 2% MIN. z z
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ' 21x MAX. oho PIL
CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. 1 I I SLOPE VARIES o 0 1
�' � � 2.1 MAX. � �
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE RAW
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - c SECTION 13-13
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL. UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING - - - - - - -- -' PARKWAY
N 7
II,
OF CONSTRUCTION AT (909) 694-6411. NO SCALE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 10 1 11 112 13 14 1S
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 TYPICAL SIDE YARD DRAINAGE
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION1 28 1 27 25 5' MIN. PSL N 0
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL AND A PLACEMENT OF ASPHALT PAVING. EASTGATE MUDSILL SCALE
FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5: 1 3' MIN. 2' MIN. FINISHED SURFACE
(20%), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S 9• COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE ItRECOMMENDATIONS. SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER �
AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN 6 33 3S 34 .� 10 17
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. b
5' MIN.
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE 6"MIN.
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR -r / -�-� 2:10 MAXARIEs HIGH POINT
PROPERTIES. TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE 7 37 PAD ELEVATION-0.2
�Z 13 � .o LOT NUMBER 123 z '
METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY _ �0 r 14 b 5 b"
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS d 2% MIN. 1258.2 PAD ELEVATION
SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL 4 W 21X MAX. 6" 1 58.4
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS �Q ME CIRCLE MIN. DEEPENED FOOTING
OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF �o P PER PLAN
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE b C Ca 21 PAD=1258.9 FINISH FLOOR ELEVATION
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT PUBLIC WORKS. SECTION C-C. (6" ABOVE PAD ELEVATION
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 4 b v 22NO SCALE MIN' FF=1259.40
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS b 3 W 4' MI . 4BR ELEVATION TYPE
TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. � � k 23MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES MODEL TYPE
DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 IN ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A 3 2 o LENGTH OF DEEPENED x
VERTICAL HEIGHT. BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. o 24 FOOTING (D.F.)
w ENHANCED ELEVATION ER
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF l 4 � 44 45 1LEGEND PER PLAN GF=1258.90 PROPERTY LINE
_ � RETAINING WALL,
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, F.S. FINISH SURFACE WHEN REQUIRED, ,
THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF BENCHMARK. BY SEPARATE PERMIT o•F, y GARAGE FLOOR ELEVATION
AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,
HILLC EST DRIVE 28 T.C. TOP OF CURB 0 zs�s
THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 F.L. FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. `� .3� 33 30 INV' INVERT F.F. FINISH FLOOR N �� RIGHT-OF-WAY
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 1 .7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. _ -- T.G. TOP OF GRATE G.F. GARAGE FLOOR 60.50'
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE I.E. INLET ELEVATIONTRACT BOUNDARY CURB
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF RITA WAY 1234.0 SURFACE DRAIN DAYLIGHT LINE
CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA F.L FLOW LINE ELEVATION F TYPICAL LOT
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. MODEL COMPLEXEXISTING CONTOURS
ELEVATION: 1097.163
PREVENTION DEVICES PER U.P.C., CHAPTER 1O.R. G.B. GRADE BREAK PROPOSED CONTOURS NO SCALE
SHEET 2 (nW) BACKWATER VALVE 2 DETAIL NUMBER
SAILS ENGINEEROWNERZDEVELOPER: INDEX MAP 0 WATER SERVICE3 SHEET DETAIL SHOWN SHEET INDEX
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR a • Q ELEVATION ENHANCED REAR SH. 1 TITLE SHEET AND INDEX MAP
SEWER SERVICE ER
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF LEIGHTON AND ASSOCIATES, INC. RICHMOND AMERICAN HOMES SCALE. 1 --- 150 SH. 2 PRECISE GRADING PLAN
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 41715 ENTERPRI 100 E. SAN MARCOS BLVD. SUITE 100 + STREET LIGHT ESR ENHANCED SIDE
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE SE CIR. NORTH SUITE 103 TEMECULA SAN MARCOS, CA 92069 RIGHT ELEVATION 1 L,ne4-00)9GR
�
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CA 92590 FIRE HYDRANT ENHANCED SIDE LD03--277GR
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 909-296-0530 PHONE >.Q RETAINING WALL ESL LEFT ELEVATION
NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-296-0534 FAX T.W. TOP OF WALL BUILDING AND SAFETY
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
T.F. TOP OF FOOTING APPROVED / D
NAME DATE
pFESSrawing No.
DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE eR loH Lam Lohr + Associates O C I d t@ S Inc�n C
Underground Service Alert 4-15-D4 F`W D 1 ADn 010ER 571VEWALk' OR/A/N � _ 4° ° �q� Land Plannin 43513 Ride Park Drive_ RECOMMENDED BY: DATE: ������'¢ CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS
foRE yo �j�T 2 HORIZONTAL ��k� cs�� Civil Engineering Temecula, Ca. 92590
to Surveying Ph. 909 676-6726 Fax 909 699-0896
o Call: TOLL FREE NO. 16526 ,fir ��z� C>4- PRECISE GRADING PLAN
SEE ABOVE AS SHOWN w EXP. 6-30-05 �, PREPARED B ACCEPTED BY. _ DATE. _ f
RONALD J. PARKS TRACT NO. 26828-1 . LOTS 27-�30
-800 � ` DEPUTY DIRECTOR OF PUBLIC WORKS
VERTICAL 9� MODEL COMPLEX
227-2600 F of Iv1�\�o�'�' FRED W. DOERGES DATE: f,.•,
198 ••-
TWO WORKING DAYS BEFORE YOU DIG NA CAS- R.C.E.No. 1652 EXP. DATE 6-30--05 R.C.E. No. 19744 Expires 9f30J05 • TITLE SHEET Sheet 1 of z
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J.N. 22011\26828PG01.DWG 12/29/03
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RIM HILLCREST .1162.34 1164.40 IA/Y�L E•!/PEp DRIVE PLAN
^ 8" SEWER '
2.0% 1164 27
12 13 $ 14 A ER PLAN 4'`4 x a
N " �� CURB 3''M/N. PVC 3,.x4„ TEE
GUTTER REDUC
1162 X 8 WATER ,� �SCH£DUL f 44J
IS
1162.53
1162.75
1162.19 1163.19
o w',� 1164.02 0
FSR3.9 ro`'`' ��
® 19-55'
.. ELEVATION
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FIRE `L01 BW ,t o� 1 FS163.92 1 Q �}
HYDRAN 24.33' 11fi3.9 ,: ro /NST4LL POL YETf/YLE/VE
a;
\CC-:4 �, 1 1163.51 ,�� C�
FG FS Ilk,
1165.45 1165.18 �, PLAST/CJ01NT MATERNAL
1164.4 FS FS 1r 5 0 /%Z"/l�IN, C01/ER „
1163.8 Irv- ss3i QUICK JOINT"OR EQUAL
1�' 1 P GF=1163.90 1163.9
5
1163.9 ® 1166.2 a
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FG 0 1165.6 r�''� Q' FG O �n f: + - ' 6
GF=1164.90
cc r 1 1162.7 1164.9 c..:• .
1164.9 1164.57 FS
M 1163.60 2 FG FG FG K F1G65.6
FS
I �, TG 1164.80 1165.78 1165.00 TG lie '
' �I 9 �16�"1"i 9" 6" N
10' 20' 1 1163.8 FS FS 2 1163.701E \ I� I i C
FL/Hp C71FF = 1164.40 T N 1165.20 1165.4 s �66 �� �;
70* PAD 1163.9 1 FS 8.00 1 \'t �� FS 51 .� C
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1 1165.90 Q , I� �L.c T�oN A A
31 1163.60 1163.2 1165.20 1164.9 2 1164.50 TG - 1f
2 ER ES FL FS 11 FS 1164.001E FS /\
4' TG FG 65.6 Np �� L�
1163.9 1163.9 1164.8 = FG �1�°56 �• �CS�' \ 4 , P J RAW THR CUR D,E TA I L
FG FG FG P FF - 1165.40 1164.4 1164.4 ��6 - ,� ,►0 3 R A TE D 41JGN g
13.Q0 PAD = 1164.9 FG GB �; FL GB P� 1165.6 N.T 5
LLIF 2C25 EFS FG
' 25 1163.7 1164.60 TG ER 1164 1165.6 Qf
2 1165.10 .7
1 FL P 1163.101E FS FG P 1165.6 S 2W
' Cq 1163.1 2 1:10❑ 1164.9 1164.65 TG 2 1165.00 1164.9 Fs 4j
I w G FG 1163.401E F FG 1165.6 1164.8 > >>
❑❑❑ ❑❑ S FG FL
DE11:11:1 14
❑ m
1166.6 '
1163.5 1163.41163.7 1163.6 1165.0 1164.8 1• FG 6g RE TA/N/NG WAL L
FS FS FL ``� �� PER SEPARATE PERM/T
FL HP FS FS
FIRE C604-0314
HYDRAN + . _
ALL PER SEPARATE PERMIT 1163.5 164.90 1164.84 1164.70 1164,9 1
1163.9 FL P F5 � FS FG 1165. I L FG 5.6 1166.6
FG 1163.9 1 4.9 TMf=1166.10 FG PARATE PERM1 1165.2 FG
,��� ' '�• 2:1 SLOPE FG F 2 1164.45 TG T'F=1164.77 116 . FL P -
��' 30 29 1163.95 IE Q Tw=1166.10 FG PAD EL. PER PLAN
✓ :1 SLOPE TW=1166.10
66.33' 65.00' JOIN WALL DRAIN TF=1158.77 104.88 W=1164.77 18.53' _
-
//V!/.^-6.B,
1154.54RIM ` h`? hh• -
1 �
2'
/2„
BENCH CONT. l'GRAVEL WRAPED
ST. STA. /51.49 I /N f/LTER FAL3 /
RITA WAY
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--- � -_-PERFORATED
140 4"PUC-VSCH.40
Yp P P�
�� GENE
. L ORpIN
45.0' �, P
45.0' QRETAIKING WALL SECTION50.0 50.0
CONSTRUC-flON NOTES
1Q 4" PVC SDR-35 DRAIN PIPE
4" AREA DRAIN
PLAN 1 PLAN 2 PLAN 3 PLAN 4 CD 0Q SIDEWALK UNDERDRAIN PER DETAIL. HEREON.
C) � N ® 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL
U-i cD co
`" CONCRETE SIDEWALK PER C.O.T. STD. DWG. NO. 401. SEE LANDSCAPE
ARCHITECT'S PLAN FOR ADDITIONAL INFORMATION
Li
TYPICAL HOUSE FOOTPRINTS
NO SCALE �L00 -0998
4 G
0 20 40 60 80 LD03-277GR
DATE BY REVISIONS DATE ACC'D BENCHMARK
SCALE QRoFFSsio,p Log" Lohr + Associates Inc Drawing
No.
Underground Service Alert 4-15-04 FW.D. ADDUNDERS/DEWALKDRAINTOCONNECT � Land Planning 43513 Ride Park Drive DEPARTMENT OF PUBLIC WORKS CITYnTEMECULA
,LfdRE r TO LOT 28 WALL DRAIN. HORIZONTAL �Q-�Q~ cF �Z Civil Engineering Temecula, Co. 92590
® °o Call: TOLL FREE _y Surveying Ph. 909 676.6726 Fax 909 699-0896 o PRECISE GRADING PLAN
�+ ,� � NO. 16526 z �^ 21 -f
SEE SHEET 1 1 = 20 '" PREPARED • ACCEPTED BY. DATE. --
, W EXP. 6-30-05 „�
d RONAL J. PARKS TRACT NO. 26828��--1 LOTS 27-30
1 -800 * * /227-2600 VERTICAL � DEPUTY DIRECTOR OF PUBLIC WORKS !
d: MODEL COMPLEX
�F. C1v1� o�- FRED W. DOERGES DATE: l
TWO WORKING DAYS BEFORE YOU DIG N A OF CA1-�
R.C.E.No. 1652fi EXP. DATE 6-30-05 19744 Expires _ 9f 30105 _ f •tss9 LOTS 27 -- 30 Sheet 2 of 2
R.C.E. No.
JN22011 \26828PG02.DWG 12/31/03