HomeMy WebLinkAbout29740 DENNY DR_ (2)
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Mop DART KER23
GENERAL ENGINEERWa CGNTAACIOR
P.O.Box ne
LAKE ELSINORE CA M30
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Ja;.uary 22, 1988
Mr. & Mrs. Scott-Angeia Wendy Hernandez
29740 Denny
Lake Elsinore, California
(714) 674-7925
SUBJECT: Sanitary Inspection
I examined the sanitary system on January 29. 1988 at 29740 Denny, Lake
Elsinore, California, as per Mr. & Mrs. Scott.
The septic tank is a /: gallon tank with leaching system. Thy-
system in my opin.- n appears to be in good working under & can be expected
to function properly with proper maintenance.
1
Fee fur the above described is -------- $150.00.
Plecse remit to:
DAN MERRITT
P.O. Box 778
Lake Elsinore, California
92330
Thank You
Dan Aerritt
State Lic. C-42
(714) 674-6344 It 249013
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Gracift Plan emu" a
I �.. 1. All grading shall conform to the Uniform building Code,
Chapter 70. as ammended by OYd,Jnance 157.
17�1 • /y ■�Rl AKfp-�/_ •/� 2. Minimum building pad and drainage swine slope shall be
�\ `eke Elsinore, County �i■ ■fterside Ca -11 iL cut or fill is lees than 10 :eat, 25 Lf cut or
'V z�� [ill is greater then 10 feet. Urainug0 awaits shall be
V s Isinimum of 0.3 deep and be constructed a minimum of
2 feet from the top of cut or fill s.l0pes.
3. Maximum cut and fill slopes - 211.
it _� 4. Provide 5 feet wide by 1 foot high berm or equivalent
N. 13°28 30� W (80 09 �r �.++ u along the top of all fill slopes over 5 feat high.
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3E �' _ �•'�- . it\/` 5. A11 grading shall be done under the supervision of a cam
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n i N W ` .� 3, ), +�• potent Soils Engineer who shall certify that all fill
/ 1 4 has been properly placed and'who shall submit a final
aryl •1,.+•,r,`:1�5i.y compaction report for all fills over 1 foot deep.
\,�(\\ N •m" d ,.er�` „ P 6. A Registered Civil Engineer shall submit to the Building
and Safety Department written ceri£acation of completion
.r•At". 0f rough grading in accordance with the approved grading
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,v .��-sz„y. � -1P��_-, plan prior to issuance of the building permit. Certification
�Q�, •`�y - � ,q shell be t0 line, grade, elevation and location of cut
APPNQK.EDGE I'F.OFl7=Eh ROOM 1O ��;� :1. ..h_• ' •`tA" I [ill slope.
I'POPO''-EL bk1VEWhy ( 1 , 'rr' . ,
D ?is Tl / \AOP�IUhI �� , � � r �E t 1 t • _ 7. Provide brow ditch minimum of� deep along top of slope.
8. Final compaction report will be required for all fills
RETAIN WALV F.F-. ([)Z.f" N.- -"'� -w -�'' greater than one foot.
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3• �. 9. All grading shall be done in conforrance with roc ndatiuns
��%a k•G FILIr'' �
ty 'M1 �' of the preliminary soils investigation by ,-
dated
i 'vk )i "/�•,�?�) Two sets of the final compaction report shall t submitiel
: F 1 , to the Building and Safety Department which shall include
`P• �µ,*• /'� foundation design recommendations and certification that
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` S(TE t F' ag has beenpreliminary ne in soils repor�anne with :he recommendations
Cl O of the
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10. The contractor shall notify the Building and Safety Department, � � •
4080 Lemon Street, Riverside, Telephone 787-6146, at least f �•,
nixaw 24 hours in advance requesting finish lot grade and drainage �w•
inspection. This inspection must be approved prior to etr•.I.
building permit final inspection for each lot. �. ;.
N
CALF_ J,a 1C) / I 11. Cut sloped equal to es greater than 5 feet in vertical
N 8U height and fill slopes equal to or greater than 3 feet
Vicinity in vertical height shall be planted with grass or ground : `
M a p cover to protect the slope from erosion and instability
Qin accordance with Ordinance number 457 prior to the approval
of final inspection.
' 12. No fill shall be placed on ox+acing ground until the �'.� �•
/ M ground has been cioared of weeds, debris, topsoil, and '
other deleterious material.
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IG1 z 11. If steep aloe:ng terrain occursupon which fill is to so
1 U� -- be pla firm not
a ced, it mast be cleared, keyed, and benched into ft(,� 0
tural soil for Cull support. Preparation shall
be approved by • RegLacered Soils Engineer prior to placement I M'
APPR4 / Y of fill material.
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E"EEX I5T1 NC-. 14. During rough grading operations and prior to constructionof permanent drainage srractures temporary drainage control
E RE51DENCE anauld be provided co prevent rondinq water and damage
Eli'
co adjac-nc ,,?roperties.�•11 M 1.JF D 1=�:�oR. � 15. On cshall becontrolled by watering or other approved
methods.
16. All existing drainage coursed on the project airsmust;ontinueto function, especially during storm conditions.6 Protective massures and cempc:ary drainage provisionsz�' rf/ must be used to protectadjoiningproportion durino aradinqPROPOSED 51DEWA" 1 operations.
OK wit k► AY/ 17. Stability ealculattons with a f^'••:or of at least one
100 q q g / and five tenth (l.S+ shall be aubR:eted by a SOLIn Enginrar
J y to the Building and Safety Department far cut and fill s
q
' _�M slopes over 30 feet in vertical height. to r;
18. A Registered Civil "angineer or Lice:ued land Surveyor M�M ;s
_J�.•t st.sll. submit certification of building pad elevating. rmm a
1''/� - Cw _ � �/ / Where specific *I etc are required, the •levatian O ` a
I (with respe^t to an sea level) sha11 be given. If
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✓ Q ar, elevation with r-aspect to adjacent ground surface
se rf'k,OP Ph 1l /-ram �/ Mw is required, tha satual•dixtance above the adjacent
� _' _N ( P OSED RWM�JK1 EWA ground ahe11 be given.
I / I O n AD01TI0Nf 95 ��bF SlpNq 19. Estimated earthwork quantities:
o t,0 rf ON F I EOZ�A01� ENGINEER• Q� �N y t�y� Cut_ _ c.y. �`mie
h ALL-v y ?ill ZO - c.y�IN DRdvEwRy .
loll - v ` I
T�^I W r37V�e Motto Contractor: The above quantities do not include
t IOZ•2_$�j<) - 23 Y any shrinkage or oubsidence. They
are shown essentially for permit
•+[ purposes and are an estimate Only.
Not for bidding purposes.
PROPOSED I COVERED
�rgTE ``E���
z'd '� 1', nF Ca 20. Excess dirt to be used for N/A,
Xv '. '( f=•S(Oz•t height will. Cut slopes that exceed 15 feet in vertical hei
FEY YONG, R.C.E. 374a-n EXP. 6/30/92 21 P 9
be planceu with shrubs and/or trees and in additional
� • �,�,Fj.�,;lr�''�, P�OP058C // 31678 RAILROAD CANYON RD. to groundcovar.
z I ° l CANYON LAKE, CA. 92380
WA1At_ 9' ,(714) 244-2913 22. EROSION CONTROL: All graded slopes shall be planted with lease
Ie• Pleat ■t 12" os teeters or another approved {round toyer.
Slopes over 13' la vertical height, is addition to {round toyer
•hell be placed with approved trees, sArabs, or combination
thereof. Shruhs shall be Lanced at 10' oo coscors; trees, 20'
N 13°28'io"W. / (80.uo') w p
�7 f(� / � ov tenter; eosbinaeioss, 13' an centers. Slopes over 4' is •
91
r(� 4.5 / vertical height shall have permanent irrigation systems vitr
OURCE OF TOPO: Field Survey Dated backflow prevention devices per U.P.C., Chapter 10.r.
4� UNCSMARK: A On xiStiA; CU b xleaxtion 300LOW .00 (Assumed). 23. yiolah {ran• shall be sloped Sony from all estartor walls at not
� Iona then P per foot for a minimum of 3 feet.
6' HIGH hzrl 0 1. �� �
EXfST!IVG _ ^ ,��><ek�� �i�l/�r�p� 24. "No obstruction of flood pinlas or natural watercourses ahn11
be permitted,"
GRAIN LINK FENCE ,
25. All property corners shall )s clearly delineated to the field
Prior to c0masoa•4ont of any construction/,grading.
67��2330 /
lxistino, ontours -'°'- -
Finished Contours---- ------V
Prcpassd Drainage Swale (Direction of water Flow)
Ddylight Line ----C-- -�-- -