HomeMy WebLinkAboutLot 27-34,44-46,52-56 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONEACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
TRACT NO , 23371 F LOT NOS . 27 34 44 46 & 52 56 THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN
LEGENDS PHASE 8 „2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. BOOK").
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
' ' 24 23 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
25
FILL SLOPES OVER 5' HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 2 2 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ,�� TE�CLILA 26 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 ' DEEP.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �5 � WAY SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
L ��
•� S 27 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS SITE 2�' SITE 2 1 WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF v CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �.�, J` ��
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �„ ��, 20 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
GOLF 0OURGE 57 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. � ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. CALIFpItNIA �° 7R N04 23371 - 15 19 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
.31 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ALONG TDP OF CUT SLOPES. '.
58 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
,Q 9�c '�� �� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
THAN ONE FOOT. .ANC H � ��rj•
9 18 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 33 59 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE EXISTING GRADED PAD CONDITIONS BY LEIGHTON & ASSOC. DATED i5 55 UTILITIES OR STRUCTURE H
JULY 16. 1998 AND AS GRADED REPORT OF FINE GRADING S SHOWN ON THESE PLANS ARE OBTAINED BY
DATED AUGUST 8. 2000. TWO SETS OF THE FINAL COMPACTION TE11�EClILA 4 17 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH KTs. 54 6 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION N THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
3 5 16 NORSHOWN.
UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �� ��L 5 ��URS�� ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK DR
0 THE PRELIMINARY SOILS REPORT. VICINITY MAP 3 6 6 1EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
7
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 52 � 15 NO 4 233-71 1 5 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 3 7 DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 3 8 44 51
PERMIT FINAL INSPECTION FOR EACH LOT. 14
PHONE. (9 0 )9 694-6411 39 50 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 43 46 13 TOP OF WALL _______________________________________________________________________________ TW
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING -------------------------
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 42 47
-- -- - .-.- TF
EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT CODE 12 TOP OF CURB ELEVATION.................................................................. TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 41 68 48 PAD ELEVATION _____________________________
12• NO BEEN ILL CLEARED OF WEEDSEDON DEBR I S EXISTING TOPSOGROUANDUNTIL OTHERTHE DEL DELETERIOUS 49
40 4 g 11 FINISHED FLOOR ELEVATION ...........................................................•,,- FF
MATERIAL. 67ADE ELEVATION ...............................................................
FG
10 HIGH POINT HP
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 69 � TOP SLOPE
THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL 62 ------------------------------------------------------------------------------------
TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A70 66 FLOW LINE .................................. __----- .___.. ..
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP OF GRATE ELEVATION ................. ____. TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 63 8
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION ..................................................................... (9170)7 1 6 5
PROPERTIES. FIRE HYDRANT LOCATION
7 ................................................................ oma-+
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT .............................................................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 7 2 6 LOW ____________________________________________ _ _ _
4 DIRECTION OF DRAINAGE F
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES '� 6 - -
RETAINING WALL !BY SEPARATE PERMIT) _______________________________
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 7 3
4 cJ APPROXIMATE LOCATION OF ELECTRIC METER ......................................... D
1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ________________________________________________________________ r]
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o 4
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o z 74 4 WATER LATERAL AND WATER METER LOCATION ....................................... D
VERTICAL HEIGHT. z a .� 3 ELECTRICAL TRANSFORMER
_ W INDEX MAP POWER LINE AND HANDHOLES Q
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ~ � LOT � 2 ------------------------
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE �- CC �`` -�' 1 =100'
LINE 3' MIN ``' �--' TELEPHONE SERVICE ............................................ Q
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN , 4 crw ""-'---'------"""'-'--
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE � �z 5 MIN. � w 1 GRATE ........................................................................................... ❑
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~' CL
U- 00 3' MIN. 1' oW ` AIR VALVE....................................................................................
coo
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ~' �'"� Z% MIN. 1 TELEVISION PLATFORM ......................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. MAX. BACKWATER VALVE --- -- ................. . . a
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. Zy All 2��• ••------------------ aw
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATION 21j IV•
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. TREES. 20' ON • M,4X, GRADED
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG.
GRADED 6"MIN. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PREVENTION DEVICES PER U.P.C. . CHAPTER 10-R. LOT FG.
ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTCONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. A OPTIONAL RETREAT IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE BALCONY
- NOT TO SCALE OPTIONAL RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG ESTIMATED EARTHWORK QUANTITIES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BACK OF SDWLK PER PLAN NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY DR ITS AGENTS ODES NOT RELIEVE
INDICATES LOT NUMBER PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
w., THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEFG - NO. LOTS CY/LOT TOTALS
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. _ �+ w 2 3 4 INDICATES FINISHED FLOOR ELEV.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN _��� FF=100 0 FF=100 0 FF=100 0 16 15 240
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. " + 1% MIN. FF=100.0 PE=99.3 PE=99.3 PE=99.3 F. INDICATES PAD ELEV.
PE=99.3
�4NO* �i HPINDICATES BUILDING TYPE
CURB 46 PER PLAN
• 1
FSz 0:
PER PLAN 12.OY. `_
r FS MAX
J
� ER PLAN �
1� Mll y, ' MI FG
5 MIN. 3 1/. MIN. � PER PLAN
DIG - _
FG DEEPENED FOOTING 10'MIN (TYP) RIGHT OF WAY
EDP
TM PER PLAN AS REQUIRED.
Q
UTILITY SERVICE POINT
CALL
BEFORE - LD 01-056 GR
You DIG! TYPICAL LOT GRADING DETAIL Ln EXIST. CURB AND GUTTER
1400-227-2600 NOT TO SCALE N RICK ENGINTEEPUNG COMPANY
BUILDING FOOTPRINTS
' UNDERGROUND SERVICE ALERT NOT TO SCALE &m � >l��
Callat least 2 working days prior to excavating. � �° '
1223 University Ave.,ate.240•Rivereib,CA 92507-3418-(90 702-0707•FAX (909)782-M3•wwwaickena coon
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by •
SCALE A1� Drawing No.
� � Q
COUNTY OF RIVERSIDE B.Y. T-29-81 M%CHE[ EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
- r
Contractor 2-1/21 BRASS DISK IN CONCRETE CYLINDER. Horizontal � � � P Ions Prepared Under Supervision Of
IN THE N.W. CORNER OF THE INTERSECTION No.46804 " S O/ "
ACCEPTED BY. DATE: f PRECISE GRADING PLANS
OF RANCHO CAL I FORN i A RD. WITH 61ARGAR I TA 1*=1QQ' Exp 6-30-03 �
RD 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date RONALD J PARKS
Inspector OF P.P. (NO NUMBER) 94' NORTH OF THE CENTERC TRACT NO. 2 3 3 71-FEDWARD MICH L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical
WITNESS POST 1.0' WEST OF MONUMENT. `�,4 CI V►�- �,,� LOT NOS. 27-34P 44-46v & 52-56
Date Cmp It d N/A �A� cA��F�` R.C.E. No. 46804 Explrea 6-30-03 - �
ELEVAT I ONs 1128.410 (ADJ. 9-13-82) R.C.E. No. 19744 Expires 9-30-01 THE LEGENDS PHASE 8 Sheet 1 of 2
gz\d_13212\212pgd 142.dgn
PLOT DATEz 27-APR--2001 JN 13212
'TRACT N a , 23371 - 15
GOLF COURSE
EXIST 2.1 SLOPE
69.1 T2.5 75.6
69.1 FG FG 75.6 FG 77.8 77.8 78.8
FG
/-FG FG FG FG
• 72.5 61.261 _ _ 1. 52.78' 78.8
68.8 o FG 72.2 i 75.3 �•" - - - - - _ FG
66.4 _ HP N HP 77.5 � - _ .-
6fi.4 66.1 FG �,-. _ _ - - - _ _ HP 75.1 i 77.1 HP r r`--- ----
51.00,
78.5
64.9 _ r-� ��
51.00 FG Q: HP - - cr,,� T 1.T
r- � � FL
FL HP �
LOPE .00' 64.2 64.9 °; - - - - FG N - �--, FL ` 74.9 77.3 i 1
50 . FL 1 + 78.2
, 63.2 � FG FG 64.6 65.7 68.6 72.1 FL + - 78.2 +
50.00 G FG - - HP 64.2 FL + i Co + o FL
r FL
- FG63.9��� FL 65.9 68.4 FL ; + FL o + Co
62.9 •oo-_+ HP ` i 64.3 FL FL Ir-
3 1 29 0 Ln 2g �-
H 63.6 + i.n PE=1269.1 i PE=1275.6 ' PE=1277.8 ��
P 62.6 ` FL 63.6 ' FL ? �-' r FF=1269.8 30 FF=1276.3 FF=1278.5 r PE=1278.8 C9
' 32 3A o PE=1272.5 �C 2B + FF=1279.5 N
FL FL I 7 ' 77.8 3C �
l PE=1266.4 FF=1273.2 1 2'
62.6 ' � 33 i FF=1267.1 � r 71.2 4B - - , 4, +
FL .8 PE=1264.9 , � 2 C , 26
34 FF=1265.6 1 4 �1 •8, + FL 74.3 ' I FL 6.0' '
1 PE=1264.2 ' 1A 1 67.9 1 ' i FL ' 6.61, PE=1279.3
35 FF=1264.9 ' FL '' ,; W 0.5' DEEPEN
PE=1263.2 ' 2A , 5.1
0::: GF=1272.5 i GF=1277.8 6
- i w i GF=1275.6 FOOTING
FF=1263.9 \ I 6.2' GF-1269.1 6 5' 71.5 + -= o 74.5 76.4 ' GF=1278.8 +
1B t 5.6' 6.4' 0OO DEEPEN ' O. ' 1 0 76.
5 DEEPE C := FL 5 3 "?o FL F 6 �� 77.6 +
FOOTING GF=1266.4 68.0 r 1 o r 0 u- + L FL i FL +
2 FL to o
1 GF=1264.9 65 0 fi5. \ -A - N L � c�
+ 0.5' DEEPEN GF=1264.2 ' FL n� N + BW cr o �i o u'": N �: o�` co -
FL FOOTING �,� fi3.fi m w N �i BW o r4 N o o "? ;o �- rn
1 N - -n � r r N ~ f` r N r--
N Q P�
„O 62 9 63 T FL N o, O r" as _ to ry N N N cv /
1263.2 � FL FL � % r
N r-
1.
�� 62.0 62.9 N N N _ o w o c' v' rn - 4
, FL FL o °.� °+ n BW b ^ n 33.75 •. : . • • . N
z N N BW r•� Aix, ry , .• :, •:'•: •
�' '�' ' ► � o R/NO 3 0 r' 1271.94 TC o - 12 4. TC � >- }-
^� o� o cr+ j w u' cn I C Ln 8 � 1276.44 TC I rn
cn •_ n 68.53 TC I co + �' �" tO o c9 0 1277.29 T I
I
` O a - - (� (� 1 I + L �..+ j C
1277.13
1 G r
r o - -" .41- 0 j 265.4 T I - o ,� �-- U V-- `ca --- RIM EL
ew - ► 50.0 C11R8 } A 7.00i -� STREET I _ I I �-
.. .. c, I I ITER °0 L" ,��� -< .-, 1267.22 - �, �, c-, . o
:• •. r- w 1263.32 TC GU c r� + .+ Ln � r to 16 LO
: ..: •.. .'. .. 1262.29 TC a -rSToo -4 r-
+ o QNG I �~ IM EL n L" +, + m + N qD 175' VC17 a 15 LA 10
n I I °° o r. at
r - -� O , BB- ter 1270.84 TC _' T 1276.44 TC
_ --�
r- + 1 1 T G�-TTER -�
I ^' CD m o ���f�o� 1.. � I 14 150 VC 67.a�1�-� .51 TC� I�I _ ---~
D • ♦ N
cr _ OT TC
�, 1263. r 62.2 TF .: .. -
_ 14.2 -.
13 'r DW` , N
I ~ Q
J ..- .. 82.001Q, - -4 s 1W11-
m o N m Cm
N
co f ( 63.0 0 o "con -n � 6
+ . Y t r" cr _ - rl-
°' 1259. -•- + F -� cn to N 5 7
T I ,. .-
� cn 72.4
� �p �- 62.5 1 69.5 70.3 ' '
�I ':;� •�- 62.1 FL + + FL m PE=1274.1
FL
1 y � - 54 FL o 1 '
o�
S as ^' �o . , FL GF=1271.2 =Q
• 65.14 •y6,, o c� w G PE=1263.0 62.7 a in GF=1273.9 :: + 73.1 T3.9
.0 - - 61.8 -� 1262. a'' o o CZ)
_ FF=1263.7 HP o O� i FL FG
_N • �- '` - .,..::_ FL �4• 1 3C 67.5 TIN 74.6
Ln � OZ
co
` r
W 1 15.0 1.3 FS fi 1.8 TF 11 9 A v
. 62.4 0.5 DEEPEN FOOTING 25 126 PE=1263.0
' FL 20.0' 25 FF=1263.7 s' 62.4 63.
cn 3'
44 1.3 FS 3.00 10+63.00 1 6 61.7 FL FG 55 h 4 i
126 10 6 i
59.6 1 62.7 PE=1263.0 a' - LIS' DWY 10.O% FL - PE=1271.2 56
FL cn HP FF=1263.7 GF=1263.0 1.o FS - CL 8 pW _ p - - - �r 62.6 FF=1217.9 5.5, PE_1273.9
A 126 I _ - - _ _ 2AR FF-1274.6 5 8
=- cF= o ' 1AR 61.7 10.0 . 18 FG 3B � �
fi2.0 1 70.9 PE=1271.6
1260.9 FL 24 O e ' ry 1 6 70.2 HP +
62.3 o m FL 1 Q, + i 73.1
C) FL ^ - I � �, � � 61.4 - � a � FL
to 63. 183;2 -- _ _ 8 FG I gVC o `O 1260.1 FS FL 68.6 TW , FL
N _ "` - - +90 � n � .a 53 61.8 TF 62.3 i 73.5
- FG
_ -.
- 61.3 1 601 FS -4 +9 ,Bp 10 95.80 1260.3 FS GF=1262.6 PE=1262.6 HP 't+ 0' ' .� FL �S�O 9�!
1 8' pWY FF=1263.3
i 62.6 62.0 FL C 1B' DWY CL /. .2' ` _ _ ..- - �;.
4CR 68.6Tw a Ln T3.fi 5�
1 FG GF=1262.6 - -" pc� 61.8 TF 62.6 `� _ -m-
43
61.5 -..,-- --- - 73.9HP 3.9
°E= .9 FL 45 11.5/. I O v, 62.0 FG 71.2 ,42'
FL " FL FG FG 36 FG
o 59
--F=1261.6 18.8 PE=1262.6 20'0' I � � � T 1.2 ,
3AR _ �I �� - 10
60.3 m 62.3 FF=1263.3 I - - � - 54. -
°�,' HP 2C 15.5' _ _ _ -d94 FG
61.2 PE-1266.7
FL _ 0.5 DEEPEN FOOTING _
� i � I 12 9.T F G _ - _ � FG
EXIST 2:1 SLOPE
A 61.3
60.6 62.0 - FL I _ -
- 60.6
0
o FL
:HP: FL - , _ _ - 59.9 67.2 TW .
60 9 62.6 - �� `- - 4 I �, 1259.4 FS FL 60.4 TF 9
• F _ .4 ��_ - - 1 . - 52 60. 60
.34' F� - co I -a I
- -- 59.9 46 40 1258.9 FS �-1261.2 PE=1261.2 HP
1 0 1+46.40 11 ' WY 11.5Y FF=1261.9 61.7 TW 1 13.1' PE=1264.3
61.2 60.6 FL CL 8' pWY CL�8 p 0.01 1BR 60.4 TF 6
FG GF=1261.2 1258.9 FS C-> LP 2
FLF-. I :•- 0.5' DEEPEN FOOTING 60.6 61.2 PE=1261.9
0 -. . .: 1 FL FG
46 o ml ,
?0
� ► � � _.: � 59.9 �r...-.:_ a - -
o PE=1261.2 I �' • ` FL
CAUTION: 60.9 FF=1261.9 ::t] •�:" -
cn "- HP ' r 3A 60.2 -��-r
• ,
EXACT LOCATION OF EXISTING ' I 60.6 FL : �-- ,�
UNDERGROUND FACILITIES IS m FL _ 1258.0 F N
L --� 4.68' ni 1258.0 FG PE=1259.1
UNKNOWN. CONTRACTOR TO - �I
VERIFY IN FIELD. 61.2 .- - - �� - .
�bo
DIG ALERT47
TM PE=1259.2 '
1
CALL LD 0 1--056 GR
BEFORE
YOU DIG!
1-800-227-2600 SC LE: l• = 20' RICK ENGINEERING COMPANY
UNDERGROUND SERVICE ALERT
Callat least 2 working days prior to excavating. 20 0 20 40 Tm s"" �°�° �" °"tee'
1223 University Am,Sis.240•RtwroW CA 92507-3438•(808)782-070f-FAX (909)79$-07x3•wrnrwAian&om
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by Drawing No.
SCALE
EH EH EMR RECOMMENDED BY: •
�� �� CITY OF T DEPARTMENT OF PUBLIC WORKS g
M%cHE< � DATE.
Horizontal �y
Contractors w No. 46804
P s Prepared Under Supervision Of S o/
SEE SHEET NO. 1 1'=20' Exp-6-30-03 ACCEPTED BY. DATE: / PRECISE GRADING PLANS
Inspector Date RONALD J. PARKS
P EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 2 3 3 71-F
Vertical ,�, Ci v I�. ��
Date Cmplt'd Fo ' 46804 6-30-03 - - LOT NOS, 27-34, 44'-46 & 52-56
N/A Cr cA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1'"' Sheet 2 of 2 1
THE LEGENDS PHASE S o
qe\d_13212\212PGD 143.dgn
PLOT DATE:27-APR-2001 JN 13212