HomeMy WebLinkAboutParcel Map 21884 Parcel 8 Precise Grading r
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.. 9ROSION CONTROL PLANS - GENERAL NOTES .
f r modifications to this plan as deemed necessary,
• f . Y -.
ADN tJQJE
12. Information on this plan Is for erosion control onl . All other
. informs
f4 ;... Y ton
-WWI
Is subject to change,
1. Erasion control Is required for grading operation during the rainy season
from October 15 to April 1S. Approved plan is required for all rough
13. Temporar.�I erosion protection Is required for manufactured slopes
radin , p s prior
9 to permanent planting,
1. All grading shall conform to the Uniform Building Code, Chapter 70,0 as
amended by Ordinance 457. -
2. In case of emergency, call - 14. Areas shall
be maintained in such a state that fire access shall
maintained at all times (including access to neighboring 2• Minimum building pad and drainage swale sloe shall be 1 %. Drainage
(RESPONSIBLE PERSON) (FIRM)
g 9 � p �
swales shall be a minimum of 0.2' deep and be constructed a minimum of 2'
15. No obstruction•or disturbance of natural drain
. at ��� �. ���'�' age courses or existing from the top of cut or fill slopes,
storm drain inlets shall occur during the raining season, unless adequate° (24 HOUR PHONE NUMBER) q 3. Maximum cut and fill slo y
temporary/permanent drainage facilities have been approved and Install pe 2:1.
� pp ed
to carry surface water to the nearest practical street, storm drain or
3. The design Civil Engineer will supervise erasion control work and insure natural water W 4. Provide 6 wide by 1 high berm or equivalent.along the top of all,fill slopes
ter course, F
that work Is In accordance with the approved plan (if required by the over 5high.
Department of Public Works),
1 B. The Developer shall conduct his operations in such a manner that •
Tr storm g• All grading shall be done under the supervision of a competent sods engineer
runoff will be contained within the project or channeled into the storm,., � •
4. Equipment and workers for emergency work shall be made available at who shall certify that all fill has been properly placed and who shall submit a
drain system which serves the runoff area. Storm runoff from one area final m i `
all times during the rainy season. Necessary materials shall be available compaction report for all fills over 1 deep.
. shall not be allowed to divert to another runoff area. a
on site and stockpiled at convenient locations to facilitate rapid • •
6. A registered Civil Engineer shall submit to the City of Tomecu..a's Engineering
construction of temporary devices when rain is imminent. �' 17. Conformance w � •
with the requirements of this plan shall in no way relieve Department a written certification of completion of rough grade g in acq,ordance
the Developer from his responsibilities to this site and adjacentwith the approved grading plan prior to issuance of the buitdin � ermit.
�. Devices shall not be moved or modified without thea revs) of the � p
pp properties. Temporary erosion control shall const Certification shall be to line, grade, elevation and location of cut fill sto es.
consist of, but not be limited slop
est of Public Worksf
to, constructing such facilities and taking such measures as are
necessary to prevent, contras and abate water, mud and creel 7• Provide a brow ditch designed to handle 1 00yr O Storm flows, along top of cut
on damage
6. All removable protective devices shown shall be In place atJhe end of slo es. .
to public and private property as a result of the construction of this p
each working day when the five (5) day rain probability forecast exceeds
project,
fo(ty (40) percent. 8. Final compaction report will be required for all fills greater than one foot,
18. Slopes constructedrloi to October p t bar 1 shall be treated for erosion control A •
7. After a rainstorm, all slit and debris shall be removed from ch ck berms, prior r 9. II grading shall be done In conformances with recommendations of the
pato October 15. Slopes constructed after October 1 shall be treated •
. silt fences, and desilting basins, etc. preliminary sods investigation by -� ot L. -"'s� 11*:; dated
for erosion control as the construction of slope progresses in Increments - .
p p 9 e is I I . Two sets of the final compaction report shall
of 26 feet or less measured vertically,
S. away v Graded areas around the tract perimeter must drain from the face be submitted to the Engineering Department which shalt include foundation
of slope at the conclusion of each working da . design recommendations and certification that grading has,, been done In
p g y 19. Twill areas while bean brought a to • soil's
g g p grade and during periods of conformance with the recommendations of the preliminary report.
completion prior to final grade/ shall be protected b various measures
9. The Developer shall be responsible and shall take necess r precautions
y
p a y p to eliminate erasion and the siltation of d w � �
o nstream facilities and 10• The contract shall notify the Engineering Department a I
• to prevent public trespass onto areas where Impounded water creates a •� adjacent area be 9 g p t east 24 hours in
j s These measures may Include, but shall not limited to: advance re ue ihazardous condition, q st ng finish lot grade and drainage inspection. This inspection
temporary downdralns, either In the form of pipes or paved ditches with must be approved prior to building permit final inspection for each tat,
protected outfall areas; graded berms around areas to eliminate erosion
10. Desalting basins are to be constructed as grading of individual grading of fill •
slopes by surface runoff, confined pondtn areas to desilt runoff; Phone. (909) 694-6411
areas are complete per rough gradin plan. 9
9 temporary check dams in toe of slope ditches to desilt runoff,
protection
such as sand bags around Inlets which have not been brought 11• Cut slopes equal to or greater than 5' in vertical height and fill slo es equal to
- 11. The Department of Public Works reserves the right to make changes or g t up to r , • • p q
g g grade, and earth berms and appropriate radin o greater than 3 in vertical height shall be planted with grass or r d cover
- grading to direct drainage away �
to protect the slope from erosion and Instability in accordance with OrOinance
No. 457 prior to the approval of final inspection,
from the edge of the top of slopes shall be constructed and maintained
on those fill areas where earthwork operations are not in ro ress. : 12. Na fill shall be faced on x '
p g p existing ground until the ground has been cleared of
weeds, debris, topsoil, and other deleterious material.
20. Tap of cut brow ditches, where required an the Ian shall b�
plan,
constructed prior to exceeding twelve 0 2) feet of cut measured 13. If steep sloping terrain occurs upon which fill Is to be placed, the terrain must
171 a vertically, be cleared, keyed, and benched into firm natural soil for fullup ort.
Preparation shall be approved by a Registered Engineer prior to placement of fill
��C��i� L.. ,► � �p 11 '',C�•�'I ��,.a�.�
21. 1
Clearing and grubbin should be limited to r material.� � 9 areas that will receive -
�c� U.f'. :5 �'•�.,'. \/Au-�� �� immediate grading. Erosion control 9 g o measures will be required to protect 1 q,, During rough grading operations and prior to construction of ermanent
„�,, p� ,��.►1,,�, y� ,areas which have been cleared and grubbed prior to radin operation,, p
g p drainage structures, temporary drainage control should be and which are subject to runoff durin the ere f 9 provided to prevent
�►'���' o/�''fi+� � �1 �Y �'r��l� � � ad from 9 p m of the rainy ponding water and damage to adjacentproperties,
�q� cz,�►, A%= �, 7Tc�,N4qw AG Fes' season. These measures may include but shall not be limited to: graded
g j
I I c� �.Y. � ditches; brush barriers and silt fences, Care shall be exercise 1S. Dust shall be
d to controlled by watering or other approved methods.
,,� �, ��� I u,, ��-�•, I��o �.Y" preserve vegetation beyond limits of grading.
16. All existing drainage courses on the project site must continue to function
F 22. The Department of Public Works approval of plans does not relieve especially during storm conditions. Protective
if p e e the tect�ve► measures and temporary
Developer from responsibility for the correction of error an drainage provisions must be used to rotect adjoining
��"� u"'' . ' � ��� �� � ��� d
�� L..o , -- WA �1" omission p j g during grading
discovered duringconstruction. operations. .
t uction. Upon request, the required plan revisions
- -- 1 - � �►��`���-`�� shall be prompt) submitted to the Department e artment of Public c Works for . . ,;.
approval, 17. Stability calculations with a factor of at lease dne and five-Tenths 1,6 shall
' t ! be
submitted by Soils Engineer to the Engineering Department for cutqnd fill
slopes over 30in vertical height.
PAVINQ NQTE •
18• A Registered Civil Engineer shall submit certification of buildingad elevation$.
Where p s
specific elevations are required, the elevation (with respect to mean sea
level! shall be given. if an elevation with respect to adjacent round surface i
aw N� ' 1. Minimum Parking Lot grade shall be one (1.0) percent. � 9 s
required, the actual distance above •
cwt �c_.�t,_.A v��...�..�� v�s���,� �t-�oc.�t...� �I�►�.I�' a the adjacent ground shall be given.
.
• �I 3� �KIG r� V I���''' r ��'' 2. �•, Minimum rade for ribbon drains shall be o.3
`rel�t .t.�L�,, c�• 9 2.-� (9acl� ��� � �-���-a � 9 � percent. '
190 EROSION CONTROL: All rad �.�
graded slopes shall be planted with Rosea Ice Plant n
A,Zc:; -�s-rG-�-r : 3. An approved soil sterilizer shall be used on all subgrade surfaces prior to approved ground cover.,
�c �.� N iN vertical height, in Slopes over 16 in
t ice` _ placement of paving. 9 addition to ground cover shall
C9 4rp c�� --;0���-,.�, P".Com. CS Q .
trees, shrub � e planted with approved
�,�N Q s��, � 19-z 12. I � t�'�8 (�I� �•�� - 2��.c� s, or combination thereof. Shrubs shall be
� planted a
centers; trees, 2 ' # 1t3 an
- - - -• 4. Asphaltic emulsion (fog seal) shall be applied not less than fourteen (14) days o on Center; combinations, 16' on cent
. - •- .. -- • " ., . • • . . ."••....- .. . ..- ... - - • - • .. . � . - �i�� �ry�: y •�. ars. Slo
•
following vertical height h pas over 4 in
�r� of owing placement of the asphalt surfacing and shall be applied at a rate of 9 salt have permanent Irrigation. 9 systems with backflow
• I c�c�`71�CT� �' I�� G� c.... ��+ 0.08 gallons er,s ware and as halt emulsin w, Arevention devices per U.P.C.
TO ,,,� - - '�' p s q Y p a shall conform to Sections 37, , Chapter 10•x.
•
To R8.irOv�r � - - - •' -- - .� - •. . •' • � "�-�NI��t�L�, ��- �t�mac{
39 and 94 of the State Standard specifications, x
. 20. Finish rade shall b
9 e stoped away from all exterior walls a 11
per foot for a minim t not less than 1!4
6. The subdivider or contractor shall apply to the Cit of,Tem urn of 3 feet,
. pp Y Y Temecula Department of
p
Public Works for an encroachment r
' - -. -: ' '� 'may • � t emit for all work
ca ' `�� Y p within City Right-of-Way, 21
• ,. �,� • *,�� � • No obstruction of flood plains or natural •
6. Two special inspections are required by the Department of Public Works, one
• , A,Pip N 4& 9�4 - o 2c� --c�cc)Z 22. All r
• ,� r �► � ins Inspection at the time the a p operty careers
.•�' - p e b se Is placed and the second when the A.C. has shall be clearly delineated in th
LEGAL DESCRIPTION been laced. a field
. . •.. i p commencement of an con
Y struction prior to
. . , /grading,
• .• • . . *�, � _ . •• PAROL MAP NO. 21884
., 5CN0
�- - 7. • The contractor shall be responsible for the stearin 23• Apprnyal of these tans b '
• p g of the proposed work area, p y the City or its agents does oes not relieve the scan
and relocation and cast of all existing and hi eer from a app) t
►n in
.,• . . ;� .. ,. st g utilities.
The City shall be informed 48 9 tho responsibility for the correction
- p • • V• •
- - That certain 1 and situated i n the uni ncorp9rated territory of the CQ of hour r discovered during of errors or omissions
s fort _ u in
f California being that esti on of Parcel of Parcel Map No. p o beginning of construction at (9Q9) 694 6411, g construction, Upon request, theappropriate
Riverside, State o , 9 p Pages through 33 of - shall be promptly s pan revisions
• • - .- _. Y R} 21884 as shown on a map thereof filed i n Book �q, g 9 p Y ubmitted to the City Engineer for review
and 6`pproval.
h Office of the Count Recorder of sa iverside �o nty, _-
r - . ��. �� . • _ Parcel Maps in t e . y 8. A compaction report by a Soils Engineer shall certify 95 percent compaction of -
described as follows. base prior to call -for second Inspection and a placement f '
. . ._• a - W- -.
• • '-• ~�"" - p p t a asphalt paving.
• ' - COMMENCING at the centerline intersection of Margarita Road,
Rancho Vista
• ' - • " _ .. . • o� �a'° Road as shown on a map of Tract No• 20079•-3 filed in Book 150, Pages 41,through t�� Compaction
• • .-_ - •- •• 46 of Maps in tiie Office of the County Recorder of said Riverside County, thence a test observation of subgrade or base rack grade Shall be
• along the centerline of Rancho vista Road as' shown on said Parcel Map No. 21884 coordinated by the contractor with the Soils Engineer and the Project inspector,,
through the following courses: North 49°14'45" East 445.37 feet to the
. all grade inspections will be In conjunction with or r
• • o;�°
beginning oil 4--,,;.tangent.-curve concave southerly and having a radius of 1600.00 j preceded by compaction
r nService Alert . testingnt�er Q�
feet; thencd atong said curve easterly 9517x.47 feet through a central angle of
:5 h °15'55" East 1022.40 feet to a _.
� «� �, W1►�,a a 341102110"; thence tangent from said curve North 83
paint i n the w�T taxi) line of the 1 and described in an easement deed to the "
• _ - Metropolitan Water District of Southern California recorded December 34, 195 a9
d • - °'. • i
(����� TOLL FREE
Instrument No. 110135 of Official Records in said Office of the Riverside County
• .'• - . • - Recorder, sad point being the TRUE POINT OF BEGINNING; thence along said west-
•
erly line N rth 8°19'34" East 1010 38 feet; "
• .w To �on C3ia►9v _ • - _ - .., thence North 81 40 26 West 15 .49
• ~•- feet; thence eouth 61°-10'Of?'' West 510.57 feet; them, h 49°48'35 West
p Soul
1w800 -
I� -
. .. - 101.32 feet; thgnce South 19`45'OQ"' East 142.81 feet; thence south 6043'05" East
627.57 feet to said centerline of Rancho Vista Road; thence aloe said
422w4133 o �� BEGINNING,
Y MAP
centerline North 83 16 55 East 408.40 feet to the TRUE POINT 0�
TWO WORKING DAYS BEFORE YOU DIG
w
= �- � . Checked B
Drawing No.
REVISIONS AWD BENCH MARK SEA - o�� Designed By Drawn By y 3 Iq
FTEMECULA
CONSTRUCTION RECORD DATE BY � � r�=-•,Tw 4 � DATES 4-
SCALE DEPARTMENT QP PUBLIC WORKS
,� -. . ,,• RECOMMENDED BY
r Co. 7. E50
of R%ve�,Sive Pte•m.#-3o 3�• y�
Contractor - Horizontal ,�:�- Plans Prepared Under Supervision Of
l DATES N
ACCEPTED BY . R�D��I�
. � ACCE i E
! ' Date
-t e
3 // 154 ._. PRINC AL ENGINEER, F O CITY ENGINEER. `
Inspector EF L
�2/\
'J r �� tri/^ei o • IE�eY • •••
Ver-tical ', r �. '�"
1 ra Shea- of
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