HomeMy WebLinkAboutLot 1-4, 12-13, 79-84 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33+ AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED TRACT NO . 28482-2 LOTS 1 - 4912 - 13y & 79 - 84 SUNRISE PHASE 14 BOOK").
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
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL R01110'1, OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
OFILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
_ L PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
S F A COMPETENT �1 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION 0 CO E � / 7 �/(�
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �,4 REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �� CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. �,'� TEMECULA 6 '` : �R SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
WAY
IIS IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
o
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S ti �. {w kw<::." ,' {` >:» WITH SAID REGULATIONS AND ORDERS.
+� S /
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE
ANDROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 5
HA T .� F �` COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATIONS LL BE 0
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. �
r*+ COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY 0
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
T. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS. / k � °� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
ALONG TOP OF CUT SLOPES. 10 ..<h::::< :n{<.:<k<.:< .:><>:>f THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE
CALIFORNIA
"` OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER p SITE ' ` { LIABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT. qp " _ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
fp0 9 ;_:::::: f1�X, RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
A GRADING N SHA B DON 1 N CONFORMANCE WITH RECOMMENDATIONS ONS OF NC �r s `
9. ALL G D G LL E E q k{ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LE1GHTON ASSOC, DATED �0 ., '� y � �h „
TWO SETS OF THE FINAL COMPACTION 15 ° { ��` $ <k f ° R - UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
JUNE . TRACT N0 d 2848 1
REPORT OSHALL9BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICHk}``'"'
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TEMECULAt }4 '`� ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
THAT GRADING HAS BEEN DONE I N CONFORMANCE WITH THE RECOMMENDATIONS KT.S. $`2• ; 6 3 f: NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
T PRELIMINARY REPORT. :> : >............... ::>h>:;:>:r>:..: :>:.4> SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
OF HE PRELI I SOILS
'``' °*� i� ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 VICINITY MAPEXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 14 78 64 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT. 2
PHONE: (909) 694-6411 EXIST GOLF COURSE 77 15 65
6LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 6 1
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 16 6 6 TOP OF WALL TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 76 -•- •• • ••- • -••• •••••---•• •••••�- • • -••�• �-�•�•-� ---���-���-- -�� ���
TOP OF FOOTING TF
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 6 O
17 67 TOP OF CURB ELEVATION.......................•------......--•-••--•-----•------............ TC
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 75 PAD ELEVATION .. PE
BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL* AND OTHER DELETERIOUS 59 -
FINISHED FLOOR ELEVATION ................................. FF
MATERIAL. 18
7 4 68 FINISHED GRADE ELEVATION ....•--•--•-----•---••••••••-----•••••-•••••••-•••••-••-•-•••-%••- FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
THE TERRAIN MUST BE CLEARED• KEYED. AND BENCHED INTO FIRM NATURAL ca 0 19 cj 8 HIGH POINT
........................................................................................ HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A z 69 ..-...-
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS _ ``� a TOP SLOPE TS
= W ~ 7 FLOW LINE .................. ............ FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ~ � LOT � g ....................................................••__•.
�-`` 20 57 TOP OF GRATE ELEVATION ........................................................ .. TG
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD LU LINE �,n 7 0
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 5' MIN. 3 MIN W �, 21 72 GARAGE FINISH FLOOR ELEVATION .......................................................... GF
PROPERTIES. W (A� v, 56
� zo z W 7 ,� � EXISTING ELEVATION . ..... ........ .......... (9V.70)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. L.L.ft_eQi 0 0 3' MIN. 1' U_ 0 v INDEX MAP FIRE HYDRANT LOCATION
22
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 21y, MAX. 55 1'=100STREET LIGHT
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES Z% .- •-'-•w.w. .- w•.-•�•-.•.-.•'-•.• • - -
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT21/• MAX. 2 3 4 2 DIRECTION OF DRAINAGE FLOW .............................................. _ _ _
Ill
ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRADED 4 3 RETAINING WALL (BY SEPARATE PERMIT) ................................
6'MIN. LOT FG. APPROXIMATE LOCATION OF ELECTRIC METER ............................
1 T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 24, 4 4 ••••••••••••••• 0
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 4 5SEWER LATERAL LOCATION .. D
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 46 ---• •--' ---'--•••��'- '��"��--•--'-"�•'••-'-•`•'--•••••••••--
VERTICAL HEIGHT. 25 41 4 7
4$ 53
A 54 WATER LATERAL AND WATER METER LOCATION......................................... D •
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - NOT TO SCALE 4 04] 52 ELECTRICAL TRANSFORMER .
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED. THE 3 9 5 0 51
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. I F AN 3 8 POWER LINE AND HANDHOLES ...............................................................-. ❑
H
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED. THE 3 7 TELEPHONE SERVICE .....
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 36 35
GRATE...........................................................................•----....---•----••• ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 34 AIR VALVE........................................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 3 3 TELEVISION PLATFORM .
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 29
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON O BACKWATER VALVE •••-•--•-••-•••••-•-••-----•--••----•-•---••--•--•-••••--••••-•--••---•••••••• B
CENTER: COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 30 31 0�
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 32
GRADING TOLERANCE NOTE
PREVENTION DEVICES PER U.P.0- . CHAPTER 10.R. _`'��►
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
LESS THAN �� " PER FOOT FOR A MINIMUM OF 3 FEET. `,� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
4 C� CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE � 0 IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE�
PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
�P
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ESTIMATED EARTHWORK QUANTITIES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE-. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAIN QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG r PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. A F PER PLAN I
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACK 0 SDWLK r NO. LOTS CY/LOT TOTALS
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL• I
12 15 180 CY
. G
PER PLAN �.� - _ ' INDICATES LO-t NUMBER 1 3
MIN- INDICATES PAD ELEV PE=100.0 PE=100.0 PE=100.0 R/ r= ? INDICATES FINISHED FLOOR ELEV FF=100.7 FF=100.7 FF=100.7
INDICATES BUILDING TYPE- 2 3
L 1 HP
CURB 10' MIN PER PLAN
..
L.
i
FS 2� GF=100.0 GF=100.0 GF=100.0
- PER PLAN 12.0% INDICATES GARAGE FLOOR ELEV
• FS SAX
• PER PLAN
y d d... ft...d
DIG ALERT _ N• 5' MIN. 3 MIN. V. MIN. • - a
•- ..�. _ _ .- _ _ _ �.� FG
PER PLAN 10' MIN tTYP) "' �'
FG 4 C4 `r 0
DEEPENED FOOTING 10rowRIGHT OF WAY
CALL PER PLAN Q _ AS REQUIRED. f _ _ LD 00- 108 GR
BEFORE
YOU DIG! -�T�]�T �•��,,,,T� ��^^
CURB & GUTTER �■Iri►� ►�FjCK E Gr COMPANY
1-soa-227-260o TYPICAL LOT GRADING DETAIL ,■■,.■,
■■�� 3050 Ch10CQ0 AVW%o
UNDERGROUND SERVICE ALERT NOT TO SCALE N J, RlwroIdo
salt. 100
Cagat least 2 working days prior to excavating.
�■ California 12507 (!0!) 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Essr Designed by Drawn by Checked by ,
SCALE p'� � RECOMMENDED BY: Drawing No.
COUNTY OF RIVERSIDE B.M.T-29-81 H EMR/EH EH EMR DATES zv CITY. OF TEMECULA DEPARTMENT OF PUBLIC WORKS
A%C EL 4%.
2-1/2'BRASS DISK IN CONCRETE CYLINDER, Horizontal =' �� �: '
Contractor IN THE N.W.CORNER OF THE INTERSECTION v o No.46804 cy^ P S Pr pared Under Supervision Of G /L PRECISE GRADING PLANS
OF RANCHO CALIFORNIA RD.WITH MARGARITA a z �v ACCEPTED BY: DATE: ''``
RD. EAST OFA 7.0'C.L.FENCE,40' 1'=100' Exp.6-30-03 Date �►
NORTHTH OF P.P.(NO NUMBER),94'NORTH RONALD J' PARKS TRACT NO, 28482-2
Inspector OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL RAT CAN DEPUTY DIRECTOR OF PUBLIC WORKS
RD. SET FIBERGLASS WITNESS POST 1.0 & C1V1L ��r LOT NOS. 1-4, 12- 13, & 79-84
Date Cmpit d WEST of MONUMENT. 4jF q�• Ca�.�FR.C.E. No. 46804 6-30-03 Sheet of
'
ELEVATION: 1128.410 (ADJ.9-13-82) N/A Expires R.C.E. No. 19744 Expires 9-30-01 �'� �, , � SUNRISE PHASE 14 1 2 0
g:\d-13212\212PGD94,dgn
• PLOT DATE:07-JUIN-2000 JN 13212
M
r •
•_ -• •
2.69 - -
92.69ftb %k
I r
6 `� ` -
I I !
I PE=1235.4 �. --- _ -•
40
•_
PE=1234.1 I gp a '� --- • - - ' ---
• : •s�' ,� 22.9 •. Ro - _
N •' I lh Ex1sr FG 22.6
HP
► -•r •-- �4 wr- `+ • r1 C \
LL r . 62� - 4
B -r
22.9 �:1 •. •2 - -
\21 -.w FC .,9.q �� ---
X1.9' 22.2 FG •. 1%*% 4% /)
•-
' 2' IFL % FG
6 /Qr
Ror am
-W ALL R/W ! . ,� _
EXLS I I �4 22.2 i �, !. . 0 •. % `% Tw
I J / PE=1222.9 FL -� / 1 20.9 •�,� 21.2 J9.5 TF`•
I I FF=1223.6 / 20.6 H P FG !
v, I PE=1233.3 3BR FG _ 01.
9q ~- _��?1 •r -
'a I 12 8.51 TC _
PE=1 21.2 -9 .�, •9 , -
PE=1231.8 , h 21.8 5• / o. 1 --_ -*4*• !
4 FF=1221.9 20.6 19.6 HP -• r-
I FL i 3CR FL FL ' ` • ---
I • •• 21.7 , 20.2 _ q . -
F GF=1221.2 ,�, .g 2 FG '` •38, _ 9
F
••.
I ' :.._-• `�] � , � � • . L � s•�' PE=1220.2
2s1 ^'• in 3 N a• 20.2 / FF=1220.9 19.6 FG 18.9 ti\ ;�•
EXIST R- ALL Q o •�._ FL / 2AR FL / HP `
R/W L=44 4' /
I � 18,6
I , • 20.1
\
T RWALL FL
/
I FL
GF=1220.2 18.6
T �, o• 19.1 , / PE=1219.2 FL
v+ I 1225.34 TC in o •. .• n' FL �'(,• FF=1219.9
III I -�1 ► I �5.00% �+CD + 1219.53 T
10 2.007 C>1 � ,00,
� ..• ti � 19.0 /4.S-
un
PE 1228.9 ► PACIFIC GROVE WAY ,, o ^ .�•.:• FL 18•0GF0219.2 /
-4- -- -`---= 122103 TC - .-�T o / FL
- • CURB GUTTER 1 1219. % �� 1218.28 YC
�• ;,' l
-T1 4.61 T RIM EL p~'� � ^�
I IFG :.::...:...
�.- . . •.. � ,* t _ �"� � �'� ,� 18.0 ;�' �
00'
122379 L=56.31' c� o O `99 •. `� ,�• [ - FL
500)
90• I RIM EL _ �• 2 '� /
•,. ! �, 1217.2 �' 5�� �,/
EXIST R-W ALL Q, L •: • v� ` "� / /
- - - - - - 2� 3 '78.62 BRIM EL •... - n' �°'` /v a ,'`'r , -
�!- FG M, 1218.17 TC '�9 . 8• •_ r _ ,
I1 4 22.7 23.3 23. N h 100 0% .. _ _... , /
EXIST GOLF COURSE I 223. FL HP � � 0 ' . �R c -
T FL v, � ` x O 1217.1Z`�TC � �,�
A. I � G i 1(\20A ^ � . , c ,• v •. � ti _ .
• ` 9.8
81 11 41 FL 'W7
-4 PE=1223.7 co ^ 4 m ,r f'-C
11 I I - BW d:: FF=1224.7 n . lb Q'\ it \ ; /
PE=1225 4 - Q • \ - •
_ 1217.00 T Xy - - :- --� -
a� nr � 12 4 F GF=1221.fi � �`' SB,�.
96 TC
GF=1223.7 1 r ^ y l
- 1�+06.84 1221.4 FS 1.5 1 r 20,3 , �• 4 T ti >
12 0.98 T418' DWY J 8.4% 22.4 Ln 22.9 23.7 r FL ti ,�• h�• a, �L;�� o, p
EXTEND EXIST EXTEND EXIST .�..-� FL FL r � / � 66• � :.:. ,-.. ti �(,
RETAINING WALL - FG o o -� 1216.09/I C /
RETAINING WALL 94.53• 1221 FG 27.3 18.8 •A•. o o !�
.01 FL
12 .8T TC �� _ _ _ _ _� _ _
mom-
82
22.0 - 1 \V2h. _-a" 20.9 PE=1221.6 = •• , , a 1
FG 18.3` 21.5 u, 2 1220.7 FS _ - _ 2�� FL FF=1222.3 a► , GF 1219.9 q
r 2B � -.
. + 20.7 � �
�: 1 34.32 - 1220 4 FS FL FG .0 / o FL "-a.,
1q
1' GF=1222.0 1219.7 FS CL 8' DWY 12 39.10 QO FL 20.9 �• cam• o• •� o -- - - - _
HP 9.6% N C 18' DWY GF=1221.9 - iv / ti ^ �-
PE=1222.0 1219.4 FS L FL _
FF-1222.7 :.ca 23.9' w 0 i� CQ \ 19.2 83 / 17.7 -- - '--. - -
1C I� 1 I 21.6 u' "'21.� 21.3 `� / FL PE=1219.9 / FL
0.5' DEEPEN 4 L 25' 15.Q' 80 I HP �� �_ P ti• FF=1220.6 / i / -. _- • -._-r „_ �'`'
_ - /'-- -
FOOTING -� 18' 18' PE=1221.9 ,.a 'ti 3A / GF=1218.9 17.6
21.2 % 20.6 WK 4.5 FF=1222.6 43 6 . I ', o• I FL -
22 0 EXTEND EXIST so °'
EXTEND EXIST FG FL 0 RETAINING WALL FL .1, r'� -"fi 20.6 0 2CR 21.2 21.6 / so
92.30,
RETAINING WALL , FL `r' FL 17.6' / ! G • • 19,6 / 9'
r-- _ - 92.3p�- - - BW 12 .34 TCS �/_� BW � 19.9 HP 19.2 84
Q1 17 G � FL
--- - F � 85 TC 1218.0 - --� _ - - - X21.9 FG „� PE=1218.9
• FG 90.00' FF=1219.6 /
18.2 21.2 17.7 2.5
Fc so ti - - � 18.2
FG J 17.9 FL u 17.2 � � � _ _ _'
•�9' FL 2C / TRACT/NO , 28492- 1
HP FS 121. 1 -F 17.5 18.6 X444 19.9 ,►,,h / /
o 13 GF=1218.2 1216.0 FS 1 96.69 1 +93.23 Q FL 17.9 �% FG FG 18.2
r C 18 DW r= FL 18.9 FL
I CL 18 DWY `r' 1216 2 FS
FF=1218 9 10.6/ J -/
2 � • . GF=1218.6 � FG
L_ 0.7 w 11.6/ /
2A 'K 63 s . HP o /
20.7 s.q , 91
1 T p•- 79 , PE=1214.1 2 w- ��
_ PE=1216.0
1 .4 1 .9' �� PE=1218.6 18.3 'b
FL 16.8 r / FF=1219.3
18.2 FL 1 °a[°�'1 3BR HP `° 18.9 /
:- / N 17.4 /
/ W c.a
`~-� .. _ . r.• 16• FL 17.9 FG /
90.40 214 1 TC BW FL 25.T' /
EXIST R- 1213.6 FC a
WALL / 28' SD EASEMENT
12 7 ..
2,5- 14. FC x'44" _ 18.6
CAUTION- 1211.50 TC Ln
o EXIST R-WALL FG ,c .. /
Lu
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS \ T /
1
UNKNOWN. CONTRACTOR TO P ' \ ✓ \
=1214.5 � "' I �
VERIFY IN FIELD. E 64
0 PE=1213.878
\ ��
DIGALERT1 PE=1215.4
TM
L_
CALL LD 00- 108 GR
BEFORE
1-800-227-2600 YOU DIG! SCALE: 1'= 20' i 1►i►�i RICK ENGINMUNG COMPANY
UNDERGROUND SERVICE ALERT Sults 100
3050 Chicago AvKvW
Callat least 2 working days prior to excavating. 20 0 20 40 t:!l!.m7m California 92s07 :"9: 742-0707
■■■■ R I Vora t a.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCHMARK: SCALE Drawing No SEAL: VOESS� Designed by Drawn by Checked by •
RECOMMENDED BY: DATE:
M�cREL EMR/EH EH EMR CITY OF T DEPARTMENT OF PUBLIC WORKS
lt
izona
Contractor Horvo� 140.46804 � � P spared Under Supervision Of o0
z TO ACCEPTED
SEE SHEET N0. 1 1'=20' Exp.b-3o-o3 CCE EDB Y•. DATE. :. PRECISE GRADING PLANS
Date O b RONALD J. PARKS
Inspector DEPUTY PR
EDWARD MICHERA ICAN UDEOF WOKS TRACT NO, 2S482-2
VerticaI L
Data Cmp1t d N/A f A� CA��Fo� R.C.E. No. 46804 6-30-03 LOT NOS. 1-4, 12-- 13, & 79-84
r,• 1�
Expires R.C.E. No. 19744 Expires 9-30-01 •-.,.,-N �• ,;
SUNRISE PHASE 14 sheet 2 of 2
11111111111114 1111111111111111111111111111111111111'
0
g:\d-13212\212PGD95.dgn
PLOT DATE:07-JUN-2000 JN 13212