HomeMy WebLinkAboutCalifornia Department of Public Works Division of Highways, State of; 1942-03-25;FORM P-202 REV. , iir
96726^-41 20n EST. 8413 ^ ^ "5. "^^ I ' '•'
STATE OF CALIFORNIA 11 Ij- R"?0
DEPARTMENT OF PUBLIC VORKS No. AJ2.2
DIVISION OF HIGHWAYS
y€K|| ENCROACHMENT PERMIT
r n
To Carlsbad Mutual Water Co. San__Die^o ,California
S. D. Fraser, Mgr.
Carlsbad, Oalifornla March 25 29
L -J
compliance -with your requesi of Fe.bruarx__6 29.4:2— and
subject to all the terms, conditions and restrictions written below or printed as general or
special provisions on any part of this form
PERMISSION IS HEREBY GRANTED TO (l) Install 25O linear ft. of k» diam-
eter class 150 cast iron pipe water line, Sta.lW)3+50 to Sta.iK)6+
00, on the easterly side of State Highway Road XI-SD-2-B, in a
location in line with existing pipe 3 ft. inside the right of way.
Minimum cover over the top of the pipe shall be 2 ft.
(2) Install lateral connections easterly from existing main
to right of way line at Sta. ^6+00 Sequoia Ave.
ta+g5 Redwood Ave.
iJ-lM-fgO Hemlock Ave.
^17+60 Juniper Ave.
^21+10 Cherry Ave.
Specifications for backfill are attached.
All work, backfill, oil surface repair and warning and safety
devices shall be satisfactory to State Highway Maintenance Super-
intendent Wolfe of Escondido.
The Job shall be done as quickly as possible to avoid unnec-
essary hazard to traffic.
Effort shall be made to avoid open trenches within the State
Highway at night.
Adequate barricades, flagmen, and lights shall be used to
protect the public until the work is completed and the surface
entirely repaired.
It is understood that the Permittee's $5,000 surety bond,
dated 2/23A2, on file with the Division of Highways, fully
This permit is to be strictly construed and no work other than that specificaUy J J 4i • J L L (see attached sheet) mentioned above ts authorized hereby.
This permit shall be void unless the work herein contemplated shall have been
completed before.J3ll..l. 29.!f2_.
DEPARTMENT OF PUBLIC WORKS
DIVISION OF HIGHWAYS
CHP C H. PURCELL
HSG y./> \P'" HIttwty EnjlMtr
E.,E^miMCE, DjrST. ENGINEER
Permittee
H. s.COms^, Di 31 .lialnt; ilngr
GENERAL PROVISIONS
1. Definition. This permit is issued under Chapter 3 of Division I of the Streets and Highways Code. The term encroach-
ment is used in this permit as defined in the said Chapter 5 of said code.
2. Acceptance of Provisions. It is understood and agreed by the Permittee that the doing of any work under this permit
shall constitute an acceptance of the provisions.
3. No Precedent Established. This permit is granted with the understanding that this action is not to be considered as
establishing any precedent on the question of the expediency of permitting any certain kind of encroachment to be erected within right
of way of State highways.
4. 'Notice Prior to Starting Vfork. Before starting work on which an inspector is required, or whenever stated on the
face of this permit, the Permittee shall notify the District Engineer or other designated employee of the district in which the work
is to be done. Such notice shall be given at least three days in advance of the date work is to begin.
5. Keep Permit on the Work. This permit shall be kept at the site of the work and must be shown to any representative
of the Division of Highways or any law enforcement officer on demand.
6. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whenever the same is required
by law, secure the written order or consent to any work hereunder from the Railroad'Commission of the State of California, or any other
public board having jurisdiction, and this permit shall bc suspended in operation unless and until such order or consent is obtained.
7. Protection of Traffic. Adequate provision shall be made for the protection of the traveling public. Barricades shall
be placed with red lights at night, also flagmen employed, all as may be required by the particular work in progress.
8. Minimum Interference WUh Traffic. All work shall be planned and carried out so that there will be the least possible
inconvenience to the traveling public except for the specific work permitted.
9. Storage of Material. No material shall be stored within eight (8) feet from the edge of pavement or traveled way or
within the shoulder line where the shoulders are wider than eight feet.
10. Clean Up Right of Way. Upon completion of the work, all brush, timber, scraps and material shall be entirely
removed and the right of way left in as presentable condition as before work started.
11. Standards of Construction. All work shall conform to recognized standards of construction.
12. Supervision of Grantor. All the work shall be done subject to the supervision of, and to the satisfaction of, the grantor.
13. Future Moving of Instatlation. It is understood by the Permittee that whenever construction, reconstruction or
maintenance work on the highway may require, the installation provided for herein shall, upon request of the Department of Public
Works, Division of Highways, be immediately moved by, and at the sole expense of, the Permittee.
14. Expense^of Inspection. On work which requires the presence of an employee of the Division of Highways as inspector,
the salary, traveling expense and other incidental expense of such inspection during the work shall be paid by the Permittee upon
presentation of a bill therefor.
15. Lia'bility for Damages. The Permittee is responsible for all liability for personal injury or property damage which
may arise out of work herein permitted, or which may arise out of failure on the Permittee's part to perform his obligations under this
permit in respect to maintenance. In the event any claim of such liability is made against the State of California, or any department,
officer, or employee thereof, permittee shall defend, indemnify and hold them and each of them harmless from such claim. This permit
shall not be effective for any purpose unlcss and until the above named Permittee files with the Department of Public Works, Division of
Highways, a surety bond in the form and amount required by said department, unless specifically exempted on the face hereof. The
requirement that a bond be filed does not apply in the event the Permittee is a 'governmental board which derives its revenue by taxation.
16. Making Repairs., If the grantor shall so elect, repairs to paving which has been disturbed shall be made by employees
of the grantor and the expenses thereof shall be borne by the Permittee, who shall purchase and deliver on the road the materials
necessary for said work as directed by the State Highway Engineer. All payments to laborers, inspectors, etc., employed by said
grantor for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of written orders,
pay rolls or vouchers approved by grantor. Or the grantor may elect to require a deposit before starting repairs, in an amount sufficient
to cover the estimated cost thereof!
The grantor will give reasonable rotice of its election to make such repairs. If the grantor does not so elect, the grantee
shall make such repairs promptly. In every case the grantee shall be responsible for restoring any portion of the highway which has
been excavated or otherwise disturbed to its former condition as ncirly as may be possible except where the grantor elects to make
repairs to paving as above provided in this paragraph and except where provision to the contrary is made in the typewritten portion
of the permit.
17. Care of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall
be made by the Permittee to provide for it as may be directed by the grantor.
18. Submit Location Plan. Upon completion of underground or surfaee work of consequence, the Permittee shall furnish
plan to the District Office showing location and details.
19. Maintenance. The grantee agrees by the acceptance of this permit to exercise reasonable care to maintain properly
any encroachment placed by it in the highway and to exercise reasonable care in inspecting for and ^immediately repairing and making
good any injury to any portion of the highway which occurs as a result of the maintenance of the encroachment in the highway or as a
result of the work done under this permit, including any and all injury to the highway which would not have occurred had such work
not been done or such encroachment not placed therein.
PIPES, CONDUITS, GAS PUMPS, ETC.
20. Crossing Road-way. Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement
without disturbing same. Pavement or roadway shall rot be cut unless specifically permitted on the face hereof. Service pipes will
not be permitted inside of metal culvert pipes used as drainage structures.
21. Limit Excavation. No excavation is to be made closer than eight (8) feet from the edge of the pavement except as may
be specified.
22. Tunneling. No tunneling will be permitted except on major work as may be specifically set forth on the face hereof.
23. Depth of Pipes. There shall be a minimum of two (2) feet of cover over all pipes or conduits.
24. Backfilling. All backfilling is to be moistened as necessary and thoroughly hand tamped, there being not less than
one tamper to each shoveler. Whenever required by the grantor, a trench crossing the roadway shall be backfilled with gravel or
crushed rock.
25. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material shall be placed
at one side and when backfilling is started the rock material shall be replaced to its original position.
26. Maintain Surface. The Permittee shall maintain the surface over structures placed hereunder as long as necessary.
27. Pipes Along Roadway. Pipes and utilities paralleling the pavement shall be located at the distance from traveled way
and at such depth as specifically directed on the face hereof. Cutting of tree roots will not be permitted.
POLES, WIRES, CABLES AND OVERHEAD STRUCTURES
28. Location Pole Lines, eic. Pole lines shall be located as specifically directed on the face hereof.
29. Railroad Commission Orders. All clearances and type of construction shall be in accordance with the applicable orders
of the State Railroad Commission.
3 0. Permission from Property Owners. Whenever necessary to secure permission from abutting property owners, such
authority must be secured by the Permittee prior to starting work.
3 1. Clearance of Trees. Poles must be of such height as to permit clearance over a tree 40 feet in height, where quick
growing trees are in place. At locations where slow growing trees are in place, normal construction standard may be followed at the
option of the pole line company, with provision to ultimately clear a 40-foot tree.
32. Guy 'Wires. No guy wires are to be attached to trees except on specific authority and in no event shall they be so
attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six feet above the ground
whenever so directed.
3 3. Clearing Around Poles. The Permittee shall remove and keep clear all vegetation from within a radius of at least five
feet of the poles.
34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white lead
md oil or aluminum paint or in lieu thereof, when poles have creosoted butts, wood or metal visibility strips may be placed. Wood
strips are to l^e Douglas fir l" x 3"—5' long placed on 6" centers about the base of pole and painted with white lead and oil or
aluminum paint. If metal strips are used such strips may be placed either vertically or horizontally. Paint is to be renewed as often
as may be required to maintain a satisfactory covering. If not painted when installed or renewed as the grantor may consider necessary,
the right is reserved to have this painting done and the Permittee hereby agrees to bear the cost thereof under the terms of this permit.
Poles that do not present a possible traffic hazard will be given consideration for exemption from tkose provisions upon written request of
permittee accompanied by pertinent dala as to pole location, difference in elevation, etc. The grantor's decision will be final in this regard.
3 5. Remove Old Poles, Guys and Stubs. The entire length of such timbers shall be removed from the ground and the holes
backfilled and thoroughly tamped.
PLANTING TREES
36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit.
37. Planting and Maintenance Cost. The Permittee must bear the cost of planting the trees. The arrangement as to
maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for
the Division of Highways to do this work upon deposit of a certain sum for each tree which is to be planted. The Division of
Highways reserves the right to assume the maintenance or to decline to do so as conditions justify.
3 8. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Division
of Highways shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permittee and turned over to
the State. Plantings for parking and picnic grounds will not be considered in this connection.
THE UfT 40 rt PORTION OF TMt
RRST SecTION SHOWS CME-HAU' DEVtLOP-
MErfT FOR AN EIGHTY FOOT WH>TH OF
RIOHT OF WAY.
THE FUU. SECTION 13 FOR A NINETY
FOOT WIOTH OF RI.HT OF WAY WHEN THE
HiaHWAY 18 AOOAccrfr TO A RAILROAD. THE so FT. PORTION ON RI&HT OF CENTER LIN« SHWMS ONE-HALF DEVELOP-MENT FOR A ONE HUNOREO poor WIDTH OF KIOHT OF WAY.
1
V'-.—_
aKsOORSSFt —.H ./Ax ' Tt rmvioEroR n .' S S
AN ULTIMATt ;! ! «s ^ : ••
1.0 OR no FT ^.'.^—\U, Mi—^
ii"ri°! tZ'.}M
LOCATION OF TREES AND POUE LINES ON ULTIMATE 160 OR 170 FT SECTION
STATE OF CALIFORNIA
OCPARTMENT OF PUBUC WORKS
DIVISION OF HIQMWAYS
UnUZATION
OF
VARKWS WIDTHS OF RWHT OF WAY
I9Z9
8''j^^PuWic Utilitiea
-38'-
200'
ULTIMATE DEVELOPMENT OF 200 FOOT SECTION
REMOVAL OR TRIMMING OF ROADSIDE TREES ^
39. Removal of Trees. When permit is granted for removal of a tree as an independent operation or as a part of other
work, the entire stump shall be taken out for a depth of at least two feet below the ground surface.
40. Clearing the Site. All timber and debris shall be removed from the right of way. The hole left by the stump shall be
backfilled and thoroughly tamped and the site left in a presentable condition.
41. Trimming of Trees. In general, only light trimming of branches two inches or less in diameter will be permitted
and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved.
42. Inspection. Trimming shall bc done only in the presence of an inspector from the Division of Highways and the
cost of inspection shall be borne by the Permittee.
Road Approaches, Connecting Pavements and Minor Work
43. Grades and Specifications. Grades and types of construction shall be as detailed by plans or stated on the face
of this permit.
44. Borrow and Waste. Only such borrow and waste will be permitted and within the limits as set forth on the face of
this permit.
45. Minor Work. Grading down of small banks, small ditches, placing of awnings, and other similar minor work shall
be governed by the general provisions and as detailed on the face hereof.
Signs
46. Clearance of Signs. The minimum clearance from the sidewalk shall be twelve feet.
Railroad Crossings
47. Safety and Convenience. The future safety and convenience of the traveling public shall be given every consideration
in the location and type of construction.
48. Meet Highway Grade. The grade and superelevation of the track must conform to the grade of the highway at
point of crossing.
49. Width of Paving. The crossing shall bc planked or paved as may be specified on the face of this permit for the
full roadway and shoulder width.
Exoayations:
Excavations for all pipe linee, etorm drains, culverts,
etc., ntay consist of open trenches, short tunnels, or long tun-
nels, and each, requli^es a different treatment.
Soils;
The material excavated usually ie 8a.nd, loamy BOII,
granular soil, clay^ rock, or variations of these materials.
Thproug^il-y Compacted;
The terra thoroughly compacted" shall be held to mean
a relative corapaotion of backfill equal to 93fo of the compac-
tion obtained frora the soil excavated when the same la properly
dampened and compacted under a pressure of P,000 pounda per
square inch under the methods employed by the Division of High-
ways.
Qllk^^A9.Z t9Ii Backfill;
The required compaction in backfilling trenches which
are to be paved shall in all cases be sufficient, in the back-
fill material over and around the pipe or other structures, to
render it ae compact as the original ground and the method of OOE-
pacting will depend on the character of the material excavated.
Material for Backfill;
Granular materials, such as sand or sandy loam, may often
be compacted by the use of water in the proper quantity, but even
in materials of this kind the addition of tamping r^ay be desir-
able and beneficialo
Excavated material often consists of earth lumps of co.n~
siderable size which should be pulverized and suitably dampened
before being placed In the bottom of the excavation and around
pipes or other structures. Rock particles or particles of mater-
ial too hard to be melted by water shall be distributed through-
out the upper portion of the backfill and the space between them
filled with fine material.
Backfilling Ogen Trenches:
Select the best available excavated material for back-
filling around the pipe or other structure. All material shall
be finely divided and if clode or lumps, which are soluble in
water, are present, they shall be reduced by watering.
Backfill shall be carefully plaoed to a depth of twelve (12)
Inches above the bottom of the trenoh vrhen it shall be properly
wetted and then tamped by hand or other me.qn8 both over and along-
side the pipe until thoroughly compacted. The backfill shall then
proceed using four-inch (4") layers of earth or other suitable
material which shall have been dampened until it is of the proper
consistency to insure most effective tamping by means of hand
tampers or pneumatic rammers. It is desirable that means be taken
to prevent damage to the coating over pipes during backfill, and
for this reason tamping adjacent to the pipes must be carefully donee
On completion of the trench backfill, the earth shall be
crowned up over the top of the trenoh as high as possible and
after being properly dampened^ shall be rolled with a 10-ton
roller or by the use of trucks which have been loa<ied to give
equal or greater compaotlon.
Flooding or Jetting,;
The use of flooding will be permitted only where the backfill
material is of a sandy nature and contains no clay. Jetting v/ill
be permitted only when it is proved by test that the relative den-
sity obtained in all parts of the compacted baokflll is more than
Tunnels:
Where a auccession of short tunnels Is used, the lower portion
of pillars betvjeen the openings shall be excavated down at an angle
of k^'^ to facilitate backfilling and backfill shall be compacted by
tamping or flooding ae above described. W,here pillars between short
tunnels are less than six feet (6') in depth, they shall be broken
through and used for backfill. In the case of long tunnels, mater-
ials shall be tamped in over the tops of pipes as sections of pipe
or conduit are laid. Long tunnels shall only be used at depths ex-
ceeding twenty feet (20').
ReplaoinK Pavement;
Wherever it becomes necessary to out pavement for the installa-
tion of a pipe line, it shall be replaced with an eight-inch (S")
pavement and the material immediately under the edge of the broken
pavement shall be excavated, undercutting the edge of the pavement
sufficiently so that the lower portion of the new pavement will
support the edge of the old pavement.
If the pavement is Portland cement concrete, the entire repair
shall be made of a Class "A" concrete of not less than six sacks of
cement per cubic yard of concrete. If the pavement is asphaltic
concrete, the lower six and one-half inches (6i") of the repair
pavement shall be of Portland cement conorete and the top one and
one-half inches (l|") shall be asphaltic concrete conforming to the
type of pavement which was out to make the exoavatlon„
Attach to Permit No. llil-,530
covers this permit; cancellation or expiration of the bond will
immediately cancel this permit.
Your attention is called to the General Provisions numbered
1 to 27, Inclusive, printed herein.
SAN DIEGO COUNTY, CALIFORNIA
ENCROACHMENT APPLICATION AND PERMIT
To the County Road Commissioner,
San Diego County, California.
Gentlemen:
The undersigned hereby applies for permission to excavate, construct and /or otherwise
encroach upon the right of way of the following described County Road:....Clil.liQ,.uaBi.II..AY.eilue
.between. GarfielA..OT^^^^
to perform the following work:
(Applicant will describe here fully what he wishes to do)
--i!^"-...class.--150---Jiast..ir-on-.3mt-er..-lin,e----5-!----sauth---of-^
in depth as accompanying sketch.
as shown by sketch in space provided for same on reverse side of sheet, and according to the regu-
lations contained in Ordinance No. 109 (new series) and in the General Provisions on the reverse
side of sheet; and agrees to be bound by the covenants contained in said General Provisions.
Remarks and Recommendation by
County Road Commissioner
^f:%^,.-:^VsgZ±?^^^
Signature of Applicant^?*^^^
.Carlsbadj.Cal^^^
Address
COUNTY ROAD COMMISSIONER
Permission to do the above work granted by
Resolution of the Board of Supervisors
dated.......^^......^..-^
J. B. McLEES
County Clerk and Ex-officio Clerk of the
Board of Supervisors
By ....X... ., Deputy
For General Provisions See Reverse Side
Original to Permittee
Duplicate to Board of Supervisors
Triplicate to County Surveyor
GENERAL PROVISIONS
1. PERMIT
This permit shall be kept at the site of the work and must be shown to any authorized rep-
resentative of the County of San Diego, or law enforcement officer.
2. PROTECTION OF TRAFFIC
Adequate provision shall be maintained to protect the traveling public. Barricades, red
lights, and warning signs shall be maintained, together with flagmen where required; and ap-
proaches to private driveways and intersecting roads shall be kept open to traffic at all times.
3. IXX)ATION OF PIPES
The Ssssac pipe shall be placed in accordance with the provisions of County Ordinance No. 109
(new series).
All pipes and conduits laid parallel to the roadway shall be placed at least 5 feet from the
edge of the pavement or graded traveled roadway, and all such pipes or conduits shall have a
minimum covering of two (2) feet. It is expressly understood in the granting of this permit that
in case of reconstruction or maintenance of the road by the County, and it becomes necessary to
lower, move or remove the installation provided herein, that, upon request of the County Road
Commissioner, the same shall be lowered, moved or removed at the expense of the permittee.
4. BACKFILL
All backfill shall be moistened and well tamped.
5. REPLACING SURFACE MATERIAL
After the trench has been properly backfilled, any surfacing which has been removed or
destroyed shall be replaced at the expense of the Permittee and to the satisfaction of the County
Road Commissioner.
6. CLEANING RIGHT OF WAY
After the work has been completed all excess material and debris shall be removed and the
right of way left in a neat and orderly condition.
7. PROTECTION OF COUNTY FROM DARLVGE
The said Permittee shall idemnify and the County of San Diego harmless from any damage,
cost or expense, or claim for damage, cost or expense, arising either directly, indirectly, or conse-
quentially from the lying of said pipe line.
8. COUNTY JURISDICTION
That this permit is only granted as to any portions of said streets over which the County
of San Diego has jurisdiction.
(Sketch)