HomeMy WebLinkAboutDWG 433-3B; CT 04-01; POINSETTIA RIDGE; 01-03Grading Notes:
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD
MUNICIPAL CODE.)
1. This plan supersedes all other plans previously approved by the City of Carlsbad
regarding grading shown on this set of plans.
2. Approval of this plan does not lessen or waive any portion of the Carlsbad municipal
code, resolution of conditional approval, city standards or other additional
documents listed hereon as they may pertain to this project. The engineer in
responsible charge shall revise these plans when non-conformance is discovered.
3. City approval of plans does not relieve the developer or Engineer-of-Work from
respons1bd1ty for the correction of errors and omissions discovered during
construction. All plan revisions shall be promptly submitted to the City Engineer for
approval.
4. A right-of-way permit from the City Engineer will be required for any work in the
public right of way. Prior to permit issuance, a certificate of insurance must be filed
naming the City of Carlsbad as an additional insured on the permittee' s policy in the
minimum amount of $1,000,000.00 for each occurrence of liability. The insurance
company writing the policy must have a rating of "A" or better and a size category
of class V or better as established by "Bests" key rating guide.
5. Unless exempted by Section 301.(b)5 of the uniform building code, retaining walls
outside of public right of way require separate permits from the Building
Department.
6. No work shall be commenced until all permits have been obtained from the city and
o·ther appropriate agencies.
7. Approval of these plans by the City Engineer does not authorize any work or grading
to be performed until the property owner's permission has been obtained and a valid
grading permit has been issued.
8. No revisions will be made to these plans without the written approval of the City
Engineer, noted within the revision block, on the appropriate sheet of the plans and
the title sheet.
9. Original drawings shall become the property of the city upon being signed by the
City Engineer.
10. The original drawing shall be revised to reflect as-built conditions by the
Engineer-of-Work prior to final acceptance of the work by the city.
11. Access for fire and other emergency vehicles shall be maintained to the project site
at all times during construction.
12. Where trenches are within city easements, a soils report comprised of: (a) summary
sheet, (b) laboratory work sheets and (c) compaction curves, shall be submitted by a
pr·ofessional engineer of the State of California, principally doing business in the
field of applied soils mechanics. The soils report will be submitted to the City
Engineering inspector within two working days of the completion of field tests.
13. A soils compaction report and compliance verification regarding adherence to
recommendations out I ined in the soils report 1s required prior to the issuance of a
building permit. All controlled grading shall be done under the direction of a
rofessional engineer of the State of California principally doing business in the field
of applied soils mechanics. All fill or future fill areas shall be constructed in
accordance with the City of Carlsbad standard specifications and the" earthwork
specifications " attached to the preliminary soils investigation. Daily field
compaction reports will be submitted to the project inspector.
14. A preconstruction meeting shall be held at the site prior to the beginning of work
and shall be attended by all representatives responsible for construction, inspection,
supervision, testing and all other aspects of the work. The contractor shall request
a preconstruction meeting by calling the inspection line at (760) 438-3891 at least
fi'le (5) working days prior to starting construction. The contractor will then be
contacted by the project inspector to coordinate a date and time for the
preconstruction meeting. Approved drawings must be available prior to scheduling.
The grading permit will be provided by the project inspector at the meeting.
15. All inspection requests other than for preconstruction meeting will be made by
calling the engineering 24-hour inspection request line at (760) 438-3891.
Inspection requests must be received prior to 2:00 p.m. on the day before the
inspection is needed. Inspections will be made the next work day unless you request
otherwise. Requests made after 2:00 p.m. will be scheduled for two full work days
laier.
16. The owner and/or applicant through the developer and/or contractor shall design,
construct and maintain all safety devices, including shoring, and shall be solely
r·esponsible for conforming to all local, state and federal safety and health
standards, laws and regulations.
17. The contractor shall conform to Labor Code Section 6705 by submitting a detail
plan to the City Engineer and/or concerned agency showing the design of shoring,
br·acing sloping or other provisions to be made of worker protection from the hazard
of caving ground during the excavation of such trench or trenches or during the pipe
1nstallat1on therein. This plan must be prepared for all trenches five feet (5') or
more 1n depth and approved by the City Engineer and/or concerned agency prior to
excavation. If the plan varies from the shoring system standards established by the
Construction Safety Orders, Title 8 California Administrative Code, the plan shall
be prepared by a registered engineer at the contractors expense. A copy of the
OSHA excavation permit must be submitted to the inspector prior to excavation.
18. No blasting shall be performed until a valid blasting permit has been obtained from
the City of Carlsbad. Submit application for blasting permit well in advance of the
scheduling of blasting operations.
19. If any archaeological/paleontological resources are discovered within any work area
during construction, operations will cease immediately, and the permittee will notify
the City Engineer. Operations will not restart until the permittee has received
written authority from the City Engineer to do so.
20. All operations conducted on the site or adjacent thereto, including warming up,
repair, arrival, departure or operation of trucks, earthmoving equipment,
construction equipment and any other associated grading equipment shall be limited
to the period between 7:00 a.m. and sunset each day, Monday thru Friday and no
earthmoving or grading operations shall be conducted on weekends or holidays. (a list
of city holidays is available at the engineering department counter.)
21. All off-site haul routes shall be submitted by the contractor to the City Engineer
for approval two full working days prior to beginning of work.
22. Import material shall be obtained from, and waste material shall be deposited at, a
site approved by the City Engineer. The contractor shall be responsible for any
debris or damage occurring along the haul routes or adjacent streets as a result of
the grading operation. ·
23. Brush shall be removed only within the area to be graded. No trees are to be
, removed unless specifically noted on the plan.
24. All areas shall be graded to drain. Grading resulting in the ponding of water is not
permitted. All earthen swales and ditches shall have a minimum one percent slope.
25. These plans are subject to a signed and approved set of erosion control plans.
Erasion control shall be as shown and as approved by the City Engineer or as
directed by the project inspector.
Precise Grading Plan ,---~ -7 / /
01nsett1a
26. All slopes shall be trimmed to a finish grade to produce a uniform surface and cross
section. The site shall be left in a neat and orderly condition. All stones, roots or
other debris shall be removed and disposed of at a site approved of by the City
Engineer.
27. All slopes shall be irrigated, stabilized, planted and/or hydroseeded within ten (10)
days of the time when each slope is brought to grade as shown on the approved
grading plans.
28. Landscaping shall be accomplished on all slopes and pads as required by the City of
Carlsbad Landscape Manual, the landscaping plans for this project, Drawing No.
433-3L and/or as directed by the City Engineer or Planning Director.
29. The owner/applicant shall insure that all contractors shall coordinate the work of
these grading plans with that shown on both the landscape and irrigation plans and
the improvement plans as required for this work in accordance with the landscape
manual time requirements.
Abbreviations:
BW Back of Walk
Elev Elevation
FL Flow Line
FP Flood Plain
FS Finished Surface
GB Grade Break
IE Invert Elevation
MH Manhole
NSF Net Square Feet
NTSNot To Scale
P Pad Elevation
PL Property Line
PflOJF"CT
OF POI s£TTIA r ',, C:j-ff'" ~ .....J -'--------' f!OAO CITY OF
SAN MARCOS
CT04-01
CDP 05-33x1A
Work to be Done:
The grading work shall consist of the construction of all cuts and fills, remedial grading, drainage
facilities, erosion control facilities, and planting of permanent landscaping and preparation of as-built
grading plans, as-built geologic maps and reports, all as shown or required on this set of plans and the
city standards, specifications, requirements, resolutions and ordinances cited on these plans. ,
The grading work shall be performed in accordance with the following documents, current at t;:ie ·
time of construction, as directed by the city engineer.
1. Carlsbad Municipal Code.
2. City of Carlsbad Standards .
3. This set of plans
4 Resolution Nos 5828, 5829, 5830, 5831 & 5832 dated 2/05/05
5 The Standard Specifications for Public Works Construction (Green Book)
6 Soils report and recommendations by Geosoils, Inc. W.O. 4132-A-I-SC dated January 8, 2004 and
update letter dated September 28, 2005 by Christian Wheeler engineering & April 1, 2010 by Petra
Geotechnical, Inc.
7. The San Diego regional standard drawings and as may be modified by the City of Carlsbad Standards
8. California Coastal Commision development permit conditions dated February 2, 2005.
9. Environmental approval documents dated May 18, 2004. ,
10. Stormwater Pollution Prevention plan for Yamamoto Subdivision prepared by MLB Engineering, dated
June 5, 2005. SW 10-75
30. Storm drain pipe shall be reinforced concrete pipe with a minimum D-Load of 1,350.
For private storm drain pipes, up to 15" PVC may be utilized provided depth is less
than 15 feet and backfilled with 3/4" rock per SDRSD 5-4 type "C" and pipe meets
ASTM Standard 3034 for SDR 35 solid wall pipe.
PVI Point of Vertical Intersection (VC)
RCP Reinforced Concrete Pipe
R/WRight of Way
% ALGA
"'RA Y"" y ,t
C.I.\FILSB,t,\D
11. Stormwater Management Plan for Yamamoto Subdivision prepared by MLB Engineering, dated August
2, 2004 SWMP 10-10
12. The California Storm Water Quality Association (CASQUA), storm water best management practice,
construction handbook and State of California, Dept. of Transportation, construction management
practices (bmp) manual.
31. Where an existing pipe line is to be abandoned as a result of the grading operation,
it shall be removed within twenty feet of building or street areas and replaced with
properly compacted soils. In other areas the pipe will be plugged with concrete or
removed as approved by the City Engineer.
32. The contractor shall verify the location of all existing facilities (above ground and
under ground) within the project site sufficiently ahead of grading to permit the
revision of the grading plans if it is found that the actual locations are in conflict
with the proposed work.
33. The contractor shall notify affected utility companies (see below) at least 2 full
working days prior to starting grading near their facilities and shall coordinate the
work with a company representative.
Underground Service Alert
SDG&E
Pac1f1c Bell-SBC Communications
Adelphia Cable Communications
City of Carlsbad (s;reet, sewer and storm drain)
City of Carlsbad (water and RW)
(800) 422-4133
(800) 660-7343
(800) 892-0123
(760) "38-7741
(760) 434-2980
(760) 438-2722
34. Permit compliance requirements:
A. For controlled grading-the applicant hires a civil engineer, soils engineer,
B.
and/or geologist to give technical advice, observe and control the work in
progress (15.16.120A.8) Carlsbad municipal code.
Prior to final appro\,JI of a grading permit-the following reports must be
submitted to the City Engineer via the project inspector (15.16.120A.10)
Carlsbad municipal code:
1) Final report by supervising grading engineer stating all grading is
complete. all erosion control, slope planting and irrigation are installed
conformance with city code and the approved plans (obtain sample of
compliance letter from City Engineering department).
2) As-built grading plan.
in
3) Report from the soils engineer, which includes recommended soil bearing
capac1t1es, a statement as to the expansive quality of the soil, and summaries
of field and laboratory tests. the report shall also include a statement by the
soils engineer that the grading was done in accordance with the requirements
and recommendations outlined in the preliminary soils report and any
supplements thereto.
4) Report with as-built geologic plan, if required by the city.
35. Unless a grading permit for this project is issued within one (1) year after the
City Engineer's approval, these plans may be required to be resubmitted for
plancheck. Plancheck fees will be required for any such recheck.
36. The soils report titled Preliminary Geotechnical Evaluation, Yamamoto Property,
prepared by Geosoils, inc., dated January 8, 2004, shall be considered a part of this
grading plan. all grading shall be done in accordance with the recommendations and
specifications contained in said soils report
37. In accordance with the city SUSMP, all storm drain inlets constructed by this plan
shall include "stencils" be added to prohibit waste discharge downstream. stencils
shall be added to the satisfaction of the City Engineer.
Legal Description:
Lots 1 through 16 inclusive of Carlsbad Tract No. 04-01 Yamamoto Property in the City
of Carlsbad, County of San Diego, State of California, according to t~e map thereof
Map No. 15676, filed in the office of the county recorder of San Diego County March
11, 2008.
Applicant:
Warmington Residential California
3090 Pullman Street
Costa Mesa, CA 92626
714-434-4325
Source Of Topography:
Owner:
Black Rail, LP
17140 Bernardo Center Drive
San Diego, CA 92128
858-613-1800
Aerial Topograph:ic. Survey Furnished by:
Digital Mapping, Inc.
RW Reclaimed Water
S Sewer
SD Storm Drain
TC Top of Curb
TF Top of Footing
TW Top of Wall
VC Vertical Curve
VI/ Water
WS Water Surface
Sheet Index:
Notes & Legend
Precise Grading
Sheets 1 & 2
Sheet 3
"Declaration of Responsible Charge"
'"#~ Os LAGOON
/~ COSTA ... LA AVE 0 cf 1 'l'
f-0~
~ \ ~
\\ ~ \\ CITY OF EN 1c.._lN-IT-ASU.--.,, ---
VICINITY MAP
NO SCALE
I hereby declare that I am the Engineer of Work for this project, that i have
exercised responsible charge over the design of the project as defined in Section 6 703
of the Business and Professions Code, and that the design is consistant with current
standards. I understand that the check of project drawings and specifications by the
City of Carlsbad does not relieve me, as Engineer of Work, of my responsibilities
for project design.
Firm: MLB Engineering
Address: 404 S. Live Oak Park Road
City, State: Fallbrook, CA 92028
Telephone: (760) 731-6603
1/
3y: --=-__./_./2"'--c~~-~--~r::~---~-=-==-=---
Michael L. Benesh, RCE 37893
Soils Engineer's Certificate:
Date: 9/4/4 I I
I, J✓Arn«k --/4.C., uq'j' , a Registered Geotechnical Engineer of the State of
California, principally doing business in the field of applied soil mechanics, hereby
certify that I have reviewed the soils report submitted to the office of the City
Engineer and compiled from a sampling and study of the soil conditions prevalent within
this site made by Geosoils, Inc. between the dates of November 1, 2004 and January 8,
2005. I have concluded that the findings and recommendations contained in said report
are still valid and I assume responsibility as the Geotechnical Engineer of Record for
the project.
Date: 7/2.7/10
By: I
Black Rail, L.P.
17140 Bernardo Center Drive
San Diego, CA 92128
858-613-1800
Earthwork Quantities:
Footings & Fine Grade Spoils:
Total Export:
Date
800 CY
800 CY
Engineer of Work
Michael L. Benesh
R.C.E. 37893
j Legend:
Improvements:
Subdivision Boundary
Lot Line
Existing Pad Elevation
Plan Type
Easement Line
Slope Bank (2:1 Max.)
Interlocking Block Pavers
6" Extra Depth Footing
Grade
Existing Sewer Main
Existing Sewer Service
Existing Water Main
Existing Water Service
Existing Storm Dram System
Existing Fire Hydrant
Spot Elevation
Proposed Retaining Wall
Exist. Contours
Existing Street Light
Dwg. No.
Engineering
Professional Civil Engineers and Land S urvryors
404 Suuth Live Oak Park Koad, Ct\ 92028
Phunl'. 7 6U 731-6603 F_AX 760 897-2165 E-1-\[:ul. 1\{Bt:ne'.'.,h@)i\ll ,BFngmeenng com.
Planning Department Approval
DATE 9/B/2~ I I
'~ J/6 Date 9/4,2;/Jo
Don Neu,.Planning D. irector ~ r ~c 0
( . '1 l 1 11 0 .c')lf"--;c(:'Q~/ tc,v..,,~ Date I / .
Recommende~ By: c;k\lei.,1 G\en/\OV\.
I
Symbol Quantity
3.2%
5
w
-I
Bench Mark:
Descr1ptron: OC-0179
Location. Disc Set 1n West End of South Headwall of 24'1
RCP O 4 Mi le East of Intersection of La Costa
Ave and Saxony Road
Records From, County of San Diego, Dept of Public
Works. Report SV0106-01,
10/15/85
Elevation: 13 87 Dotum: MS L
Michael L Benesh I l'.5ate
R.C E 37893
!nspector '-' 21062 Brookhurst Street, Suite 101
Huntington Beach, CA 92646
(714) 968-5459 Project Location:
Assessor's Parcel Number: 215-041-30 thru 45.
Basis of Bearings: I sh1eet I ~ The Basis of Bearings for thrs survey rs Cal,fornra Coordinate City of Carlsbad
D Enqineerinq Department Sheets System 1983, Zone VI, 1991.35 EPOCH, North American atum 1----+--+--------------------t-----t-----t---t-------J ~=::;::::::'..;=;:;::::::::;;:;:::'::::;;::=:::'::=:':=:=====::....::==~ Date Flown: March, 2005
The topography shown heron conforms to National Map
accuracy standards.
Reference Drawings:
335-5 Improvement Plans for Black Rail Road
397-4 Improvement Plans for CT 00-13
401-5 Improvement Plans for CT 99-10
433-3 Improvement Plans for CT 04-01
433-3A Rough Grading Plan for CT 04-01
of 1983(NAD83), Gr,d Bearings between Station CLSB-046 and Precise Grading Plan Far: Statron CLSB-044 as said coordinates are published rn the City f-----+---+-----------------+----+--+---+------t f d
f------------------------, of Carlsbad Survey Control Network Established by Record of 11 0 i fl s e tti a R i g e 11
Important Notice: Survey No 17271, fried in the office of the San Diego County Carlsbad Tract No. 04-01
Section 4216/4217 of the Government Code requires a Recorder On February 8, 2002
Cal. Coord. Index: N 1984 E 6243.
CDP 05-33xlA , DIGALERT 1dentif1cation number be issued before a permit to
excavate will be va!td,
For your DIGALERT ID. number CALL UNDERGROUND
SERVICE ALERT at:
IE: North 15d15'04" East
1~~p_m~~~d~-'y'~·~'~i~,ry-~ee'::-csf\!l,ui' ;,~-~il. ------::c-c,----;,c---'-'12}_/~z-z-g,_/ilj,p;,_____ Reference bearings from other documents/deeds may or may not·l----+--+--------------------t-----t-----t---t-------J I-e~ior Crvrl Encineer, PE 41204 e;tf', 3;3//!1 Data·
TOLL FREE 1-800-422-413
Two working days before you dig.
be in terms of said system,
The Combined Scale Factor at Station CLSB-046 1s
0 999950310 Grid Distance c Ground Distance multrpl1ed by
Combined Scale Factor
Date Initial
Engineer Of Work Rev1s1on Descr1pt1on
Date Date
Other Approval Crty Approval
Drawn By:
Checked B'·y-:-.----,---;:cr;;.c,1,,-----
Rev1ewed By;,,· I/
Project No
CT 04-01
DraWing No
433-3B
102110
• I
j
Erosion Control Notes:
1. In case emergency work is required, contact Chuck Isbell at (714) 434-4325.
(phone number)
2. Equipment and workers for emergency work shall be made available at all times during the
rainy season. All necessary materials shall be stockpiled on site at convenient locations to
facilitate rapid construction of temporary devices when rain is eminent.
3. Devices shown on plans shall not be moved or modified without the approval of the
engineering inspector.
4. The contractor shall restore all erosion control devices to working order to the satisfaction
of the city engineer after each run-off producing rainfall.
5. The contractor shall install add1t1onal erosion control measures as may be required by the
City Engineer due to uncompleted grading operations or unforeseen circumstances which
may arise.
6. The contractor shall be responsible and shall take necessary precautions to prevent public
trespass onto areas where impounded waters create a hazardous condition.
7. All erosion control measures provided per the approved grading plan shall be incorporated
hereon.
8. Graded areas around the proj·,:ct perimeter must drain away from the face of slope at the
conclusion of each working day.
9. All removable protective devices shown shall be in place at the end of each working day
when the five (5) day rain probability forecast exceeds forty percent (40%). Silt and other
debris shall be removed after each rainfall.
10. All gravel bags shall be burlap type with 3/4-inch minimum aggregate.
11. Should germination of hydroseeded slopes fail to provide effective coverage of graded
slopes (90% coverage) prior to November 15, the slopes shall be stabilized by punch straw
installed In accordance with Section 35.023 of the erosion and sediment control handbook
of the Department of Conservation, State of California.
Temporary Erosion Control Planting and Irrigation:
All permanent and temporary erosion control planting and irrigation shall be installed and maintained
as required in Section 212 of the Standard Specifications and the following:
A. Hydroseeding shall be applied to:
1. All slopes that are graded 6:1 (horizontal to vertical) or steeper when they are:
a. three feet or more in height and adjacent to a public wall or street.
b. all slopes 4 feet or more In height.
2. Areas graded flatter than 6:1 when any of the following conditions exist:
a. not scheduled for improvements(construction or general landscaping) within 60 days of
rough grading.
b. identified by the parks and recreation director as highly visible to the public.
c. have any special cond1t1on 1dentif1ed by the city engineer that warrants immediate
treatment.
B. Hydroseeded areas shall be irrigated in accordance with the following criteria:
1. All slopes that are graded 6:1 or steeper and that are:
a. three to eight feet in height shall be irrigated by hand watering from quick
couplers/hose bibs or a conventional system of low precipitation sprinkler heads
providing 100% coverage.
b. greater than 8 feet in height shall be watered by a conventional system of low
precipitation sprinkler heads providing 100% coverage.
2. Areas sloped less than 6:1 shall be irrigated as approved by the city engineer, prior to
hydroseeding. The developer shall submit a proposed scheme to provide irrigation to the
city engineer. the proposal shall be specific regarding the numbers,types and costs of the
elements of the proposed system.
3. Irrigation shall maintain the n,01sture level of the soil at the optimum level for the growth
of the hydroseeded growth.
C. Hydroseeding mix shall consist of all of the following:
1. Seed mix shall consist of no less than:
a. 20 lbs. per acre of rose clover
b. 20 lbs. per acre of zorro fescue
c. 3 lbs. per acre of e school cia californica
d. 4 lbs. per acre of achillea millefolia
e. 3 lbs. per acre of alyssum (carpet of snow)
f. 1/2 lb. per acre of dimorpholeca
g. items c,d,e, and f of this subsection may be omitted on locations where the area being
hydroseeded Is not visible from either a public street or res1dent1al structures.
h. item a of this subsection must be inoculated with a nitrogen fixing bacteria and applied
dry either by drilling or broadcasting before hydroseeding.
1. all seed materials shall be transported to the jobsite in unopened containers with the
California Department of Food and Agriculture certification tag attached to, or printed
on said containers.
j. non-phyto-toxic wetting agents may be added to the hydroseed slurry at the discretion
of the contractor.
2. Type 1 mulch applied at the rate of no less than 2000 lbs per acre. type 6 mulch (straw) may
be substituted, all or part, for hydraulically applied fiber material. when straw Is used 1t
must be anchored to the slope by mechanically punching no less than 50% of the straw into
the soil.
3. Fertilizer consisting of ammonium phosphate sulfate, 16-20-0, with 15% sulphur applied at
the rate of 500 I bs. per acre.
D. Areas to be hydroseeded shall be prepared prior to hydroseeding by:
1. Roughening the surface to be planted by any or a combination of:
a. track walking slopes steeper than 6:1
b. harrowing areas 6:1 or flatter that are sufficiently friable.
c. ripping areas that will not break up using items a orb above.
2. Conditioning the soils so that 1t Is suitable for planting by:
a. adjusting the surface soil moisture to provide a damp but not saturated seed bed.
b. the addition of soil amendments, ph adjustment, leaching or covering saline soils to
provided viable cond1t1ons for growth.
E. Hydroseeded areas shall be mrnntained to provide a vigorous growth until the proJect Is
permanently landscaped or, for areas where hydroseed1ng Is the permanent landscaping, until the
project is completed and all bonds released.
General Notes:
1. Street Address: Southeast corner of Black Rail Road and Songbird Avenue
Assessor's Parcel Number: 215-041-30 thru 45
2. Site Acreage: 5.04 Gross Acres
Sewer Backf low Preventers
Backflow Split System Unit Mix:
Plan
CT04-01
CDP 05-33x1A
#1 #2 #3 Total 3.68 Net Acres
3. Existing Zoning: R-1 (Residential) Lot# FF Elev. (ft.) Upstrm. MH Device Required
Rim Elev. (ft.) (2-Storey Elevation F 1 2 2 5
General Plan Land Use Designation: Residential Low Medium
4. Existing Land Use: Vacant Pads
Proposed Land Use: Single Family Residential
5 Classification of Lots: Residential
6. Total Number of Existing Lots: 16
7. Proposed Density of Dwelling Units per Acre: 3.14 (Gross Acres)
8. Existing Building Coverage: 0 Sq. Ft.
Proposed Building Coverage: 30,666 Sq. Ft./3.68 Acres Net= 19%
9 Building Square Footage:
Plan 1: 2850 Sq. Ft
Plan 2: 1619 Sq. Ft
Plan 3: 1673 Sq. Ft.
10 Percentage of Site to be Landscaped: 56 %
11. Number of Parking Spaces Provided: 6 7 Total
Garage Parking Spaces: 32
Driveway Parking Spaces: 32
RV Parking Spaces: 4
12. Average Daily Traffic 10/Unit X 16 Units= 160 ADT
13. Existing Utilities:
Sewer Service: City of Carlsbad
Water Service: Carlsbad Municipal Water District
School District: Carlsbad Unified School District
14. Water Demand Requirements:
Domestic Water: 550 Gal/Day x 16 Units x 1 Day/ 1440 Min. x 1.6 Peak= 9.8 GPM
Irrigation Water: 240 GPM (Average)
15. Fire Flow Demand: 4750 GPM
16. Sewage Generation: 16 E.D.U. = 220 Gal / Day/ DU = 3520 Gal/Day
17. Earthwork Volume Estimate:
Cut: 50 CY /unit x 16 Units = 800 CY (Footings and Fine Grade)
Fill: 0 CY
Export: 800 CY
Easement Notes:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Indicates Easement for road, public utlity and incidental purposes recorded february 20, 1959 in book
7506, page 492 of official records.
[I]
H.
Indicates Easement granted to Frank h. Ayres and son, a corporation, holder of an easement for roadway
purposes and right of way for installation of public utilities and pipelines and incidental purposes recorded
august 26, 1960 as file no. 174501 of official records.
Indicates Easement granted to City of carlsbad, holder of an easement for public street and public utility
purposes per document recorded December 26, 1997 as file no. 1997-0658896 of official records.
City of carlsbad, holder of an easement for public street and public utility ~urposes per document recorded
august 6, 2002 as file no 2002-0663916 of official records.
Indicates restricted sight distance corridor per Map No. 15676.
Indicates Public Utilities Easement to the City of Carlsbad Dedicated per Map No. 15676.
Indicates Private Drainage Easement per Map No. 15676.
Sar Diego Gas and Electric Company public utility easement Recorded July 28, 2006 as File No.
2006-0535249 of Official Records has no specific location set forth in deed and cannot be plotted.
357.00
356.00
355.50
351.00
356.50
355.50
356,50
357.00
374.00
379.00
379.50
379.50
380.50
380.50
379.50
375.00
Required Unit)
354.1 NO NO
354.1 NO NO
352.5 NO NO
352.5 YES NO
354.1 NO NO
354.1 NO NO
354.1 NO NO
354.1 NO NO
377.3 YES YES
377.3 NO NO
377.3 NO NO
377.7 NO NO
377.7 NO NO
377.3 NO NO
377.3 NO NO
377.3 YES YES
::,
I]
-1 7'
ID
Elevation I 2
Elevation S 1 3
Total 2 7
Elevation F: French Provence
Elevation I: Italianate
Elevation S: Spanish
--, E y ::,
E I s:: -····------/
2 4
3 7
7 16
ProRert:iJ::!ne --,
T9_e of Slope
~ 1! j r I> I
1% Min. Swale >---
Minimum Side Yard Setback:
10% of Lot Width
5' Minimum ----~~,.,+--~""
...l 0
~" VJ -<.. .... ~ ~ d:I ~
I>---
E "Q
::, Cl E..o ·-+-s:: "' ,_ VJ ~ . a, OU
N CC,
'
'
I ____,,
l
_I -ID
N
-ID
N
Minimum Side Yard Setback:
I~I-->--t--10% of Lot Width
"' "' s:: a. :..J 0 T VJ _ I~ b
I a. "' l I~
> y · 4" Dia. Yard Drains & 3" Dia. PVC
// (Sch. 40) Drain Pipe & Sidewalk
Underdrain Pipe per SDCRS D-27
>------
Typical When Sideyard Width is
Less Than 7'.
Face of Dwelling _ _,
5' -I ci
I
>----Face of Dwelling
-----5' Min
;', ~
'""
Variable Slope (2:1 Max.) _J
Typical Drainage Swale Detail
Not To Scale
Face of Dwellin;u------;
-5' min -
ID
ci
I _J_
TW Grade
_..,.. --......._ IW
------../] j-------l
\ I Sidewalk
Street
Typical Lot Drainage Detail
Not To Scale
Notes:
• Units with sideyards less than 7' wide shall have roof gutters directing roof
runoff to the front of the lot
•
•
Runoff from impervious areas (e g roof, uncovered slabs) shall, to the
maximum extent practicable, be directed through adjacent landscaped areas
prior to reaching area drains.
Finish grade will provide the minimum positive drainage of 2% to swale 5' away
from bur/ding
~
4" Dia. Yard Drain & 3" Dia. PVC (SCH 40) / /✓~
Drain Pipe Thru Curb (SDRSD No. D-27) . .
1 TF Grade I I 2
~1
Engineer of Work
i"'
Type
Bio-Filtration
L'-• -•---"L----'
2.7' to 4.0' Retaining Wall (See Plan)-
Section A-A
Not to Scale
"' s::
0 ...l <..
;, CL
Face of Dwelling 4 , _,_.. 6' -1
2, _,.:.-1__6' Min. := · Face of Dwelling
t:--f 2' Min.
-----1_ --l.J 4' Min
,-.---i--3' Min
Michael L. Benesh
R.C.E. 37893
Bench Mark:
Descr1pt1on: OC-0179
DATE CJ/¢0.
Required Treatment Control BMP Table !8"1 · I-
~ /M""'\f
2.7' to 4.0' Retaining Wall (See Plan) o/ D \
\
lr------
Location: Disc Set in West End of South Headwall of 24"
RCP O 4 Mile East of Intersection of La Costa
Ave and Saxony Road
Records From. County of San Diego, Dept. of Public
Works: Report SV0106-01,
Description
TC-30 Vegetated
Swale
Ownership
PVT
Maintenance
Agreement
CC&R
Sheet No.
3
Maintenance
Frequency
As Needed
Engineering
Professional Civil Engineers and l..,and Sttrveyors
404 South Live Oak Park Roa<l, C:i\ 92028
Phone 760 731-6603 F1\X 760 ~97-21(,5 E-Mail: ,\lBenesh@,\fT.BEng10ee11ng.com
4" Dia. Yard Drain & 3" Dia. PVC (SCH. 40) -"
Drain Pipe Thru Curb (SDRSD No. D-27)(Typ.)
Typical Drainage Swale Detail (Width Less Than 7')
Not To Scale
Note:
Units with sideyards less than 7' wide shall have roof gutters directing roof runoff
to the front of the lot.
.., 10/15/85
Elevation: 13 87 Datum: MS L
"As-Bui!t" ---::>
.,,../~
Michael L Benesh
RC E 37893
Revre~d By: /J /
//4_. L;f_ ( '_//, ,
tnspector .,, -
Date
Date/
1----t---t-------------+---+---+----+---tl sh2eet I ~--~-~~---~w:J City of Carlsbad
Enqineerinq Department Sheets
Precise Grading Plan For:
llf oi11settia R_id,gell
Carlsbad Tract No. 04-01
t----+---t-------------------t---+--->---+-----< Apprtib:1)/ao/~' i,}JJ/:
t----+---t-------------------t---+--->---+-----< Sen1tl'r Crvrl Enarneer, PE 41204 €f,f', 3/31/11
Dote In1t1al Dote
Engineer Of Work Rev1s1on Descr1pt1on Other Approval
Date In1t1al
City Approval
Drawn By:
Checked By-,-/C/'?~1~
Reviewed By./ V
ProJect Na.
CT 04-01
CDP 05-33x1A
Date 1
Drawing No.
433-3B
I
'
'
!
I t .
J-;:
::i
<._) I
20 0
I --~~ -
• (@)
/ -------1',
\ I I
I ;
~outlet Prpe through Existing Ditch W~II
Easement Notes
See Sheet 2 for Easement
Notes.
Required Treatment
Control BMP Table
Description Quantity
Vegetated 620 L.F.
GRAPHIC SCALE
5266 I 7516 I 6783 I
678416881 Swale
10
i
20 10 ao Engineering I----I ________ I Professional Civil F~ngineers and T ,and S urvryors
(IN FEET}
1 inch =20 ft. -+U4 South Ll\ e Oak Park Road, ( .}~ 9:2/J28
Phone /6U ,'3 \-(J603 FAX_ /GU 097-2165 .E-::--•h1l. ,\lBene~h({0:\iLBLlng1neenng.com
Ea:~ 9 /2/4.
Michael L. Benesh Date~ _,_7 ~~'-+-'~~
R.C.E. 37893
Bench Mark:
Description: OC-0179
Locatwn: Drsc Set in West End of South Headwall of 2411
RCP 0.4 Mile East of Intersection of La Costa
Ave and Saxony Road.
Records From: County of San Diego, Dept. of Public
Works: Report SV0106-01,
10/15/85
Elevation: 13 87 Datum.MS L
Michael L. Benesh
RC E 37893
Date
I ,
'' I
I I
I I I I
' I I ~
~ City of Carlsbad 137
1---+-----+----------------+----i--------t-----t-------i L2J ~ __ E_nq~i_ne_e_r_,n_1q~D_e~,p_a_r_tm_e_n_t __ ~ ~
Precise Grading Plan For:
"F oinsettia R.,d,se"
Carlsbad Tract No. 04-01
CDP 05-33x1A
Date Initial
Engineer Of Work
Date Initial Date In1t1al
Other Approval City Approval
Drawn By,-~= I ProJect No I Drawing No
Checked By .,-;:,,' 433 B
Reviewed Bv-t-'a / ~---C_T_0_4-_0_1 ___ ~----3 __