HomeMy WebLinkAboutLot 21-38 Precise Grading -. ._:..., ,.,.. ..... - -
v
LEGEND
_.. _ HIGH POINT
PAD ELEV. -0.3' IN. ;.. .Y 4 )r�"^f J.
L
1 Uf' OF L UKE3 UUUO. UU PSD Sill -o•I L07 �9 4 3C
Y
FLOW LINE - - - F . L .
HIGH POINT - - __ - - -- H. P. -f---- -\\ / - # yo OPS'
r�ir.i. Lof) �eI S n,tYiNJ Lo>( 27 30P R E VIA RAM
tEkLj
FINISHED FLOOR - - - -- - - - -- F F 0000. 0 I E GRADING PLAN .� F'AUIiA
Ac
A Ai
wru RE W4 W
F I N I SHED SURF ACE - - - F . S.
Q
NOTED I NOTED) , W
3
t.
LINEAR FEET -------- _ _ _ - -- --- - - - L . F . `i 13 4 �} v=, ROA[) m
FIACT NO 2 1
C'_ �
TOP OF GRATE - - --- - --- - - - ----- T. G. z z
IN
GARAGE FLOOR - - - -- - - GF 0000. 0 V f
Q Fti�
PAD ELEVAT I ON --- - - -- -- -- PE 0000. 0 IO P IGO �qj
NVERT -- -- --- I NV. 0000. 0 --_- \�tX 10, wa L
o�TOC�
AIR RELEASE VALVE --- --
-%,y. 79
WATER METER ---- ---- -- - - 11
-
MAIL BOX --- - --- -- - - - --- ---- 11 TYPICAL SIDE YARD DRAINAGE (N. I . S. ) TO SAN DIEGO
FIRE HYDRANT -- - _ ._. _ ._ - `O'
PROJECT SITE
ELECTRIC POWER - P - 12" MIN. P/L $ ' MIN. BLDG PAD
VICINITY MAP
- - -- --- --- N U 0 �;A L E
TELEPHONE -.. .. . .-...__ . .._ ._ --_ - - -- - -- T - _- -
ABOVE PAD \ 5 ' MIN. 3 MIN. EL V.
GAS -- G -- - -- -COMPACTED 6" PIN. FR O J E C T
BERM F.F.
SEWER — -- S -- SITE TRACT NO . 24132- 1
WATER -_ --- -------- -- -------- -------. ------------- -- ---.- W -- . - �:� 61 GRADING NOTES
DR I VEWAY ----- ----- ' - - -- - -2.: IMAX. 2% MIN. 60 62
2% MIN. ( N. T . S. ) 2 1 A MAX. A 63 I . AL L Cl I NG SHALL CONF URM T U 1 HE UN I F ORM BU I LD I NG CODE , CHAPTER 70,
PAUB AS AMENDED BY ORDINANCE 457 .
STREET LIGHT � SECTION A - A - 46 47 59 64
FOR SIDE YARD SLOPES GREATER _-- - - 48 58 �' 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I %.
ELECTRIC TRANSFORMER PAD ---- ��]$ -_--.- -- 0 65
THAN 5 ' IN VERTICAL HEIGHT 29 30 5 49 57 ��
ELECTRIC HAND HOLE H. H. ® _ 7 g 31 56
66 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
/ _ 28 44 �, SO 67 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
ELECTRIC PULL BOX P. B. ® % g 9 32 43 O'flj. 51 S5 90 FILL SLOPES OVER 5 ' HIGH.
2T
ELECTRIC SERVICE TO BUILDING 12" MIN. ABOVE PAD ELEV. 5 10 26 33 42 � + S2 54 13 %% 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
17' 68 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
ELECTRIC SUBSURFACE STRUCTURE 4
t-)
1 1 25 34 41 F< 53 P�P� 69 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
Q� 4070 OVER I ' DEEP.
ROUND OFF TOP � 3 p 1213 24 c�'Q 3536 39 O 7I
WATER SERVICE W ` J, 23 72 P� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
51 2 J'o 14 F 37 73 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SEWER SERVICE S 1 22 qey 38 74 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
II _ IS 21 i� �P ISSUANCE OF THE BUILDING PERMIT . CERTIFICATION SHALL_ BE TO LINE ,
SLOPE 21 MAX. ) S'. ��9
J 75 `P GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES.
16
EXTRA DEPTH FOOTING + M)N. 17 18 19 20 T6 ' P�pQ T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
r I �+ 77 .0, TOP OF CUT SLOPE , i
WHEEL CHAIR RAMP -- ( SECTION B 8 (N. T. S ) T RAC T NO . 2 4 1 34-- 2_ - - T8 8. FINAL COMPACI I ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER -- - 8
REATER80 T9 ONE FOOT .
THAN 5 ' IN VERTICAL HEIGHT 85 84 83 82 81
TRACT NO . 24133- 3 9. ALL GRADING SHALL BE DONE IN CONF ORMANCE WITH RECOMMENDA1 1 ONS OF
RETAINING WALL _ win _j _
THE PRELIMINARY SOILS INVESTIGATION BY:
5 ' MIN. P/L 5 ' MIN. 6" MIN. CONVERSE CONSULTANTS _ — —_ -_ DATED: JANUARY IT-1989
CONSTRUCTION NOTEOX3 '
6" MIN. TWO _:t ' S r; r i NAL COMPACTION REPORT SHALL BE �IJt'M I T T ED I U THE
�� MIN. I ' I ' 3 ' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDAIION DESIGN RECOM-
n
MUDS ILL
` MIN. MIN. M SILL MENDAIIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
FENCE - 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT , TELEPHONE (909 ) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADL AND DRAINAGE INSPECTION. THIS INSPEC-
INDICATES COLOR O 12" MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2% MIN
LOT NUMBER a " 21 % MA) .
EACH LOT .
2% MIN. 2: 1 MAX. 6 TVP. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
21 % MAX. SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
INDICATES MODEL SECTION C C PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM j
INDEX MAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO I
UNIT TYPE - 4B (N, T • S, ) THE APPROVAL OF' FINAL INSPECTION.
INDICATES ELEVATION -----
SCALE : 1 = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 1
5 ' MIN. P/L 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
INDICATES AMOUNT OF (�X 3 ' MIN. I '
LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET .
EXTRA DEPTH FOOTING MUDSILL MIN. 6" MIN. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
THIS LOT REQUIRES A BACKWATER VALVE CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT 10 MEAN SEA LEVEL ) SHALL
PER SECT. 409 OF U. P. C. PER APPROVED - . BE GIVEN. IF AN ELEVATION WITH RESPECT 10 ADJACENT GROUND SURFACE
WATER AND SEWER PLANS. IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
2% MIN. 2: I MAX. GIVEN. I
21 % MAX. 15. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE j
SECTION D D PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT , IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF . SHRUBS
SHEET INDEX NU 1 L ,) L,L)AN I 1 1 Y L I 1 MA t SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS ZI - 38 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
. ..._ .. . _ - ---- -- _- - U. P. C. CHAPTER 10. R.
I LOT GRAD I_NG_ ( 1 8 LOTS_ x 15 C. Y /LOT._ ) _ 270C Y. L
- 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR j
BENCH MARK 2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. I—RT , J 8 R TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. O
COUNTY OF RIVERSIDE B.M. NO. T-29-81 CONCRETE MODEL NO. V-2R OR EQUAL APPROVED BY EMWD 2 EA. cl)
---- - - - -- -- --- - z
17. APPROVAL OF THESE PLANS BY THE. CITY OR ITS AGENTS S DOES NOT RELIEVE
1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST.AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- C�
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON li
CORNER OF THE INTERSECTION I ' E. OFA 7' CHAINLINK FENCE, 21 ' x 16'
- - - - -- --- - --- REQUEST , THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 0
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.Ik) 94' N. OF THE CENTERLINE TO THE CIIY ENGINEER FOR REVIEW AND APPROVAL. . w
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. --
ADJ. DATE: 9-13-82 [LEY. 1128.410 - ---- - - - - - - - - -- - ---- iJ
w
cc
AI JVI L) T Q-
BASIS OF BEARINGS OWNER / DEVELOPER e CITY OF TEMECULA SF,t L _I-
- Robert lJc z r t, 11 2 l l'i c�, tic Prost & 9 ssoc"i a t Ess
• ssi ,
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE ME SA HOME S ; A.
I NEER PLANNERS- ✓y `� QE' s 1 --
CENIERLINE OF BUTIERF IELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD, SUITE 200 - .� '' F'ROF E SS I UNAL NG �, �URVEYUfz,� � -, ,
TEMECULA, CA 92591 '�" 2a765 s)Hc1E OAK DRIVE. SUITE zso, TEwEcu�r cA..IFokr�)A 92590 V� --__ - - _ I r-�AL� ( NU . N
MAP NO. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF RAYMOND A. CASEY R.C.E. 41880
F 1909) 876-7240 N0.
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (909) 676 8041. 43090 PRINCIPAL ENGINEER EXP. 3/31/96
RIVERSIDE COUNTY, CALIFORNIA BEING N 04625 '05" W ExP.3-31-96 4 CITY OF TEMECULA �) RE_ C ISE GRAS N�� OF - _ - 7
REVIEWED `P�',9 CIV 1�.- ��� - __ I PLANS' -
DAIS : L7 �' A� CA1 ECR DATE BY DESCR I PT I ON APP 'D DATE v
---_ - _
R E V I S 1 0 N S Cin DATE :-! z <
. N. 4 0 0 1 b 3
I -
I
I
I
go
0 Ij I
V
L 5g• 60 ' - ___
v goo' S CAL E... 0 1 2 0 1
� 12•
6069°0 " 62 ' 41 ' o
B
�
.N -- -= 60• 123.1 P o FOR LOT 38
�o .� - - 62 . 33 O SEE AT LEF1
7 12 09.1 o;� �,ff) g - 6. �� l'l• SIDE THIS SHEET
o - 60 -- N •, a 13. 4
58. 06
13.1 ` 0 1 toN F -G- • s O INP RLR. `\� 57. 31 ---- _81 . 12 7. 22 52 .92 F� �t-► V _
•G• A• A .-DE C, *, ,.. - - --- 52. 04 ' _�4 _ - - `•�. 8 13 A o =
f 121 OP1Ior1 //, v --- cv 12 ' G• -1 - _
_T_
09. -� L 1209.3 � v Q, `-�
09.Z
12 ni FG- _ -
_ 9 � N Ztt - ' \i$• - /y l \ F F 1213 4
--'9 - - 1 ,,.,,.R F •G "" Pf
• g `` v PE--1 209_2 .. f/
+1
1 f• 0
t2 .� ►� f F 1%
3 �I - l - Of, Og• 9 -� 2 1212 •$ = g
t F.co F 403 rpN 0= F G IZq.Z c; 1 L:= P�
iT� r` •� f F _ - - F. G• ,-_ ' '• 1210.4• .(_.,N_P �OE _-.-
\� 1U• - 09. 9 H.P ` Or %1 F • p
O _ - 6 -9. S 011'
a -
_ _
FF �� I I _5 L
° 13.9 09.2 - i - - -. � 2. 2
3't \\ Gf 12 �° [37 F / .Og �1 P ��0. 6 pEcrc �0• � - ;I I _5 - pTtK F . G. 6 fL�
ry ry * A /2p OPT I ON F . G. G OPTION L 2 - .(7 1 (�b'
Fes- �- _ .�. 9, g F . g- 1 F�I Pr'' o
GF D �'� S �- - PE
1 209. 4 L. �_ c. W.
j ✓.�- S 5g.��' - - , t3. ,Gg � -- - - * -
c�EE 11 .6• 09.L
5
`OZ .�E��`S F� w / _ _ -_ B - F F --- --- PE 121
F-G. F3 P
FOR 5\0
05.4-
0(.0
8.4 E 2 1-0-- \
AGN FL.,�.B_ 0.3 --� •� __ 402
O / Gf _ --- Fes- Gf GLI.00
EE Zt2 C r 403 B
p A I t Z C-�OZ 6 Z
. , 2 F 1
09 9 lac. • ,;. 6 - `= Op' _ /
P ;
p 09� 65•
_ -----r- - Gf a _J tee.
6 1 7 t.O
09 PN o,�" ; t og 5 �I _GF`=0• ! �e�s -- x341
211 �� o - -J
(� ,� a 3 3
1 -( G• :' .O0'W `S \' 3 - U� / 8• F.7` L
L I \ �/ \ v"
0g� o9.S -GF 1�1 1 . 7 ,Q "" � F,yy
F.C` GF 12 10-. _ 6 --- ►-
R� �. Q ---- 11.0 - - y N N P� P
0 y-
sTa o�� f y��
to-�. F 5`�•`- g .i- -� 00• .
F
•V�' ti _ - - N O F(_.,C.� N N1j C'y•9�_ �_ P \ �•
p V Q G1 _ " O U
- O
S 3`Q8 Ob y 2 0 5 - - (-'- (: ► - ,_ 8 0,,,
-- -- -- ° Fy_ �_-. -
LID
0 0� - o; �; Q)* (J'
84- 19 T . Q� o O. ---- - --- -- - r1r \r1,
Lf
o r1, �•, 96
-�- �� g �o'
o� _
o �y
-
F y ,G• {----N•�-L•Sz,00,1 w ,6 6 11 �'' v �� O tt•
0 0� 9 e \
�CX i 10 K v Q�' O C,' _ _ 5 _ 2 ,9 •r F
O'l-V' 'l V' �'1, A,• _ _ --_� o
O Ci• N ~ 1'
- _
• � •. ��' '`- wry ,`• -
---- - --- � t1�
`,09 °� S ---- - - - ---- S 9 QCs• \ 12 �,• O
F
t .
q oe kh - - - W S - ---- -- - - -- 57 • I B
- . -
S W 60. 00 ' ^ - -0. 4C' S � rn .� rn •0 10.2 Z \212 .3 - '
-
I 55. 51 �It db _
v y ,G.B. � N •�• � ` V1
� ,0 9 6� �_..\ .4 �'• C.,Gg 00 � , I J' 37 h• .1_0 0 0 0 10 v ` li 4 - 2�Z 1 BP
- F o o N ,n1 :5, P b O
A oq.3 1 E Cs 54 AO
44.9 o ti Qg v�/ L., �+ O I Q 1 b
I 3 �.,�.�. _ 8
C GF 12 1 1 . ,C'-13 p\ �/20,+
2py Fc>. 5
r� Iz1I . z
,� GF , b �y.�- � �• - P�? 3.7 13•° � ,
ti 8 GF 1210. 1 GF 1210. 7 F.t Q p -�
- 09-15C�
_ -- p. - L _ _ Fls 6
2 6 � �.�.e. 101 - --
G CZ` 1
1
r
p '�' �1 43 - Q6 /�7 03� R I 02 --- - - A_ \ \ 3.0i
F . G. b L r F4 U3 1
���---
ti = B -- -- - / • G•
1
Q)vB _ \ F '
40 ,' - + C _ • �' 0� 403 E 2 I I .6 '- P 1212•a 1•I' /
C)
/ F 99 F ff tit P
*• p __ G FG. I �4-_ A _ ---- 12 i 2 . 3
2pg Bq 4 403 0. �; P E 12 I I . 0 F -� 1 t G F
••FQ l 403 PE -1 2 09- 9 -
�i 0 • � � �_----- F F 12 1 I .
pg- F .� FF 1210. 6 PE I210. S 11_v ° 11 � 4Pi �oN �` F . G- \�;"G 111•
- --
11 .
\ 4 09- � _.. -- F . G. - F . G.
F• FF - -- Dt crcF .G.d% G 0g. . 4 U9. y - DICK i 09. 9 FF i2I I_2 - F
\ pg 7 - �-t a �OPI ION t% ll•�
QP1ION F . J �\
\ F 4 F• G. D 0 F . G. � -- --- - ------ - ... 121 ,3
S \cp -* �% �` S ON F ' G• I% i v� I
Oq ! 1209.Co F . G. F . G. t<L ,HP•
Q) It
t•
o• +. � 05
1210.2
9¢ oo Lr)
Lo
CONSTRUCTIO NOTE 2 " "
00
2=- - --
0__ INSTALL TRAFF BOX, BROOKS MODEL NO. I-RT, -.� 4L-. 26 75• s 7 ' CID
�' 49. 2 4 ' ---- 07 49 - 46 '
J 8 R CONCRE MODEL NO. V-2R OR EQUAL -_-.- 21
_- 5 7_' - _ - -- ---
L 5.
APPROVED BY E.M.W.D.
56. 51 - 75. 61 ' -- 69. 73419
-- --- 6. 07 11- 53. 95
-_ _ -- 61 . 88 '
24
60. 00 ' 61 . 80 '
A. FiUV; 6Y :
t�
SHE E-1
ESSF(�, - - CITY OF TEMECULA
- Ido bEyrt t3c�i r�, N'i l tiaTrc Frost c�c ,�ssocia tes _"�
c Q �"•�`
' PROFS ")`_ ONAL ENGINEERS, PLANNERS & SURVEYORS PSL r�� ,
RAYMOND A. CASEY R.G.E. 41880 T L j
28765 SINGLE OAK DRIVE. SUITE 250, TEWCULA, CAL IFORNIA 02500 C� - - - - - - - -- PRINCIPAL ENGINEER EXP. 3/31/96
f RAC C I N U �) ��
1909, 675-80 FAX 1909) 676-7z40 > NO. CITY OF TEMECULA
a Q 43090 a -
EXP.3-31-96 F' REC I SE GRAD I NG F' L- ANS OF
REVIEWED BY. `r>-9 ('1VI\, ��� _ --- --- --- -- --- - ---- -
DATE: � L7 q3 �' cg' DATE BY DESCRIPTION APP 'D DATE I
r,i , 4,c N . LF.It j R.C.E. 4_ ;Nl CAL - L� 0 S 2 I - .�S
R E V I S 1 0 N S CITY DATE:-�l Zql`�3
J . N. 400163