2493NOI
Wit -proper validation
.,: t is form constitutes an r CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMITy
PUBLIC` WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or 'private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
1 and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
' . Subdivision Improvement Permit — Class II I
DATE:. July.23, 1996 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Desert Club Drive. & Calla Tamico
(Street addressor Description of Location)
PURPOSE OF CONSTRUCTION Storta Drain "Force Main" Sketch (attach construction plans if appropriate)
Construction `
.�,.. DESCRIPTION OF,CONSTR.UCTION Install (2) 12" PVC
--(1) 8" PVC Force Mains See Aitachad-conditions..
` DIMENSION OF INSTALLATION OR REMOVAL 1100' — see 3
plans. SOO tentative plans, titled:
"Desert Club Drive Pump Station"
4 SIZE OF EXCAVATION, IF NEEDED 4' R 4' R 100' by Sanborn aj8. Inc.., dated
L. -. CAlle Tampico -crossing only 7/19/96.
? APPROXIMATE TIME WHEN WORK WILL BEGIN. 7/24/96
•: -
This permit is limited tottht
APPROXIMATE TIME OF COMPLETION 5 days force main construi on across _
-• *' ESTIMATED CONSTRUCTION COST $ Calla Tampico ,onlq.'�' All other
). (Including' •removal of all obstruction, materials, and debris, backfilling, com- Construction is authorized by
paction,and placing permanent resurfacing and/oi• replacing improvements)
Partnit #2492.
I In consideration of the granting of this permit, the applicant hereby' agrees to: _ �t
i Indemnif defend and save the Cit its authorized agents, officers, representatives and employees, harmless from and against an and all ~
Y.� Y, 9 P9 Y
penalties�, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or propeerty
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application'.'
. Notify the Administrative Authority at least twenty-four (24),hours in advance of the ti a when work will be started.
Comply with all applicable City Ordinances, the terms and..co,nditior ns of�thv-p'er• and al icable rules and regulations of the City of
•f r La Quinta and to pay for any additional replacement necessary'as the result- di r
Signature of Applicant or Agent t • ,
V 6•M.COnatruction Co.: Inc. 80975!1 dio,Blvd. Indio. CA (619) 347x3933
Name of Applicant (please print) Business Address Telephone No.
�4 Steve Vatter.+V 6 M Construction Co.. Inc. same an above +
f { Name of Contractor and Job Foreman Business Address 1 4 Telephone No. ;
' 711113'z'
1956
4�
Contractor's 'License No. ' ` City Business License No.
'�. Ransmer' Ins: Co. MO 672656
Applicant's Insurance Company Policy Number
f
FEES Subdivision limprovement Permit — Class I I I
Public improvements: 3% of estimated construction costs.. 7 `
Private improvements: 3% of estimated construction costs i
Minor Improvement Permit—."Class IV: See attached schedule
/249
Inspection Fee
Permit.Fee,,
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 0
0.
$ Included in Permit # 2492
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 2493
DATE APPROVED 7/23/96
EXPIRATION DATE 8/6/96 .'
DAT 1SUED 7/2.3/9
By
A fra ve Authority
TELEPHONE: (619)6, 777-7075
r
NOTE:
With groper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
_ Subdivision Improvement Permit — Class I I I
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTIONS �lr'�e �l%/JNit%/ham
(Street address or Description of Location)��y,� /�.
PURPOSE OF CONSTRUCTION S) 24 yAI I`f; Sketch (attach construction tans if
PfM A -h P appropriate)
F CONSTR
DIMENSION OF INSTALLATION OR REMOVAL
foo '
SIZE?F C TION, IF NEE ED
APPROXIMATE TIA WHEN WORKVII L GIN —a
APPROXIMATE TIME OF COMPLETION - `> fCl/)X1
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) 4
In consideration of the granting of this permit the applicant hereb a rees
dye,
'�t)!!�5CX4- C.lwb Dn,utPuM�
A -`E l ne-
tints Perms
aru, WWV1 urASfMa%Vn GlcA
Y 9 ts 6Z,t tJE ov.1 ' 1 P.ilYlt r
Indemnity, -defend and save the City, its authorized' agents, officers, representatives and employees, harmless from and against any and alt
penalties, liabilities or loss resulting from claims or court action and arising out of. any accident, lou or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Ouinta and to pay for any additional replacement necessary as the result of this work.
Name of Contractor and Job Foreman Business Address Telephone No.
Z«ZZ<3 r 9s�
Contractor's License No. City Business License No.
Applicant's Insurance Company [., LI hgI LI7 y Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements.: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See
attached schedule
_'
Inspection Fee �$ �F1�-�1 e� (P1 t Gt rt+1'}"
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: �- t
Receipt No.
Received by Date
Recorded by
2466
PERMIT VALIDATION
P MIT NO. JG
DATE APPROVED
EXPIRATION DATE
DATE ISSUED 2'
By
Administrative Authority
TELEPHONE: (619).'777-7079
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The following General and Special Provisions are attached to and made a part of Permit No. 24,1_2>
GENERAL PROVISIONS
The following shall always apply:
ENROACHMNT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in'paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for, the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions end shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the.necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
RINOTIFICATION:.' Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction. .
UTIIXI'Y CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
iSV U`M TY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
�
Specifications, Ordinance #461.
6. J
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (17.
(t L/ GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb' and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (_� of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained atall times.
RIO SOH. STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
LaQuina may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
Rll SURVEY MONUIIIE2-T3: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13
PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
Rl BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
6 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION T'EST'S: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (S) day limit.
R21
PERMANENT PAVEMENT REPAIR Ager backfill and compaction have be mpleted, a temporary patch consisting of
two inches (2�Sshall be placed immediately. A permanent patch of�ches A.C. surfacing placed on a
inchse shall be placed no later than days after completion of temporary road repair.
='
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all.patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or. hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or.
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field *method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 2493
--- V & M Construction Company ---
In addition to the standard permit conditions; the following shall apply:
1: All work shall be performed in accordance with the latest edition of the Standard
Specifications For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each
working day and more frequently if required.
4. Contractor shall comply with the local noise ordinance. Operation and maintenance
of equipment within one half mile of human occupancy shall be performed only during
the following time periods::
October 1-st to April 30: Monday -Friday 7:00 a.m. to 5:30p.m.
Saturday 8:00 a:m. to 5:OOp.m.
May 1 st to September 30`- Monday -Friday 6:00 a.m. to 7:00p:m.
Saturday 8:00 a.m. to 5:OOp.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee/contractor shall assume responsibility for repair of any pavement damage to
any public or private street and for any damage to other City_streets or facilities as.a
result of work performed under this permit.
6. Advance warning signs and traffic control shall be installed and maintained in
accordance with Cal Trans Standards or the Work Area Traffic Control Handbook
(WATCH Manual). It shall be the permittee's responsibility to detour and barricade this
site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface
shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800)
422-4133.
9. Should additional work, materials, or modifications of the work be required .in order to
meet city standards,.safetyrequirements, signage requirements, or to fit actual field
conditions, the work shall :be performed by the permittee as directed by acid to the
satisfaction of the City Engineer at'no cost. to the City of La Quinta,,
Special Conditions - Permit No. 2493 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2493
(continued)
10. All work shall be coordinated with the City's inspector and others working within the
area as directed by and to. the satisfaction of the City Engineer.
11. All excavations at or near.the travel way shall be backfilled and paved at the end of
every workday as directed by and to the satisfaction of the City Engineer for the
protection of the traveling public.
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc: shall be
replaced to its original condition.
13. Access and egress to all local properties shall be maintained at all times
14. Permanent pavement replacement section shall be one inch greater than existing.
15. Work authorized by this permit shall be limited to the excavation across Calle Tampico
at its intersection with Desert Club Drive for the construction of (2) 12" force mains
and (1) 8" force main into the existing storm drain facilities within Calle Tampico. All
other construction associated with the unapproved tentative plans, titled "Desert Club
Drive Pump Station", by Sanborn A/E Inc., shall be performed under a separate permit.
Special Conditions - Permit No. 2493
r
Page 2 of 2
0
a
C18 or C23
U
o
D
0 '
BARRICADES
0 FLASHERS OPTIONAL
o �l •
�g ? WORK AREA
U _
0 Y Yry HIGH LEVEL
D WARNING DEVICE
OR
D FLASHING
ARROW SIGN
z
DELINEATORS C30 ¢ —
See Chart A i
>6
Cc
a�
— CHART A — Y
MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT _
SIGN SPACING
TRAFHC SPEED TAPER LENGTH . DEUNEATOR SPACING )Advance of Taper Z
(Each Lam) (Taper) . (Tangent) i Between Signs) a
25 MPH 111 25 Ft 50 Ft 150 FL
30 MPH 200 FL 30 FL 60 Ft I 200 Ft a
35 MPH 250 FL 35 FL 70 Ft 250 FL
40 MPH 350 Ft 40 FL 80 Ft 350 Ft w
n 45 MPH 550 FL 45 FL 90 Ft. 550 Ft ~
iJ '50 MPH 600 FL 50 FL 100 FL 600 Ft
'SS+MPH 1000 Fl 50 FL 100 Ft 1000 FL
'Moto: See Section 8 for high speed shumdona
a See Chart A
-4- C20
(Rt)
See Chart A
C18 or C23
CI.f1SiNn OF RInI4T I ANF
MINIMUM RECOMMENDED DELINEATOR AND
0
PLACEMENT
TRAFFIC SPEED TAPER LEMON
<c—C�/ r C23
SIGN SPACING
dwsnes
8A§ ICADES
RwM fid)
a ,
sgmj
25 MPH 150 F
30 MPH 200 F
25 FL 50 F
FLASHERS
PH 250 FL
O
s« cn
Char.1 q
Q
OPTIONAL
• l�.
40 FL 80 FL
250 F
350 FL
_
1
550 FL
'55 M PH 1000 FL
100 FL
50 F 100 F
800 FL
1000 F
-Note: See SeeUM 8 for high speed attuatlona.
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OO
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FLASHING ARROW
SIGN ..: OR
E HIGH LEVEL
C3O
D
WARNING DEVICE
MINIMUM RECOMMENDED DELINEATOR AND
SIGN
PLACEMENT
TRAFFIC SPEED TAPER LEMON
SPACING
SIGN SPACING
dwsnes
(Eadb Lao.)
RwM fid)
a ,
sgmj
25 MPH 150 F
30 MPH 200 F
25 FL 50 F
150 FL
PH 250 FL
O
30 F35
3S FL 80 F
TO FL
200 FL
40 MPH 350 FL
4i MPH
40 FL 80 FL
250 F
350 FL
550 F
*SO MPH 600 FL
45 F 80 F
50 F
550 FL
'55 M PH 1000 FL
100 FL
50 F 100 F
800 FL
1000 F
-Note: See SeeUM 8 for high speed attuatlona.
i
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CLOSING OP LEFT LANE`
u
Q
:23
. .— CHART
W]
MINIMUM RECOMMENDED DELINEATOR AND SIGN C E
Sl= SPACING
'fN4M LOOM O�BaEATOR 9PAt9110
TROM WM
1 (Each WWI
a ft-)
25
150 R.
25 R
50 R
60 R
150 R
200 R
MPH
�0 MPH
200 R
250 R
90 R
95 R
70 R
250 R
95 MPH
40 MPH
950 R
40 R
80 R
950 R
550 R
•45 MPH
550 R
45 R
50 R'
90 R
100 R
6W R
'S0 MPH -
'55+MPH
500 R
1000 R
50 R
100 R
1000 R
*M%: S» Scum a to• No mpmd •
nar.
DELINEATORS
See Chad A
D
620 (Cent)
j
I See Chad A
n1
I I CIS or C23. ,
I I See Chart A j
i
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CLOSING OF MIDDLE LANE
C i0� C '�'
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Jul -18-96
02:52P WILLIAMS DEVELOPMENT CORP 619 341-6867 P.03
•••• _••
&%-V& ,•.a was ucu o
s 5"jiuF1Y A/E INC w002
CIVIL ENGINEERING
AibCFITTECiURE
LAND SURVEYING
GRADe sHEfar
NO.
O Curb Grades ,sheN Na of -
E]�iersr 4.w- '
G1`Cf�Z
O fioue��on neatens ate- By • . Ck'd. By
Sftfl r trst V a�w r Rc,� N;A% F B. fret. , cite 1 11 • tq�_
' G6MTRACTORS ATT4NTION
Grades are al
from Will of atakee V naft In abo bf • oldwarafig the pNsq tirade refer ah.", to tM tap of •curb; le Caen of o pipe of no", It
to Uw helpht of
botlam of Imam, at Inside boltom; refots
The coeb
we nutlailad Is ebssrw tho fottoatnQ n,ta In uslnp the gr ede etakea phren by thle office ter puttlnp In verbs, eerwere, flumen and
ether rbl�
all
Three
Z's my b. ea
Uvs points that aroaheWh to boon tha same rano of ships anust bo uaod In ny varlatlons out of a perfpl.itralpht -
/n0 to case am Such distaepaney u found, the came must be reposed
1, prs0/ of the
curb to be
nt not be ruponttbta for an�r rcoe In
tntehed work. rr sw�
(net from lint. STAKES ��i%
property ARE SET FEET OFF Qt f i� UNE .
PLAN NO, i
DATE
�� ��
AC 5� GLv DRI v
T�pQ��/ a,aE sloE
$TA1noN
ELEV- GAAbE CUT FIS E4.EV.GfiAbE CIIf FILL
70 7it i
F•d Feel FMt Feeh
of -4,A
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` .0
Jul-18-96 02:52P WILLIAMS DEVELOPMENT CORP 619 341-6867 P.04
vr.vv•�o 44.04 rAA Div aZ S SANBORN A/$ INCriu 0003
CIVIL ENGINEERING
ARCHITECTURE
LAND SURVEYING
GRADE SHEET
to ao. o Cure grease
0 Sewer Grad"
—bhM1 No 2 _
necde" caw. By A
,S °n rts. Flat. onto
TK
CONTRAOTOks ArTBNVON
aeoa QUdfrom top of aw11611 Or KILUL le CA" Cur a aldewalk Uta Qlvam grade ►af aro atweya tp Uta VP of a curb. In ams of a ptpa of IItIRta, K INara
to the NNOht of UN bottom of Invert, a hullo bottom; _
TM eonVutT
Am nutlemad t0 ppaany the fallowing Fula In ualnQ 11,e Ando atAM A
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