DATE:
GRADING PLAN CHECK GRADING BOND:
(Applicable % of Estimated
Construction Costs or Minimum,
whichever is greater)
(Based on 30% of project cost
Street/Drainage + = $ cut or fill volume, 50% of on-site, *Flood Control $ non-City maintained drainage
Erosion $ and 100% of the cost of erosion
Grading $ control facilities.)
Total $ $
Maintenance Retention (10%) $ $
DESIGN ENGINEER'S CALCULATION OF PLAN CHECK AND BOND
Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City of Murrieta's unit costs, are accurate for determining plan check costs
Signature Date
Name Typed or printed RCE# Exp. Date
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.
1. Quantities are to be taken from the Grading Plans. Unit cost are to be as provided on the City of Murrieta's Construction Cost Worksheet.
2. For Construction items not covered by the City of Murrieta's Construction Cost Worksheet, the Design Engineer is to provide his opinion of construction cost and use of the cost. If the City of Murrieta 's Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs provided by the Design Engineer should be used.
*** PLEASE READ INSTRUCTIONS BELOW ***
116,037.50
0.00 22,500.00
33,343.75
171,881.25
17,188.13 0.00
9/20/2023
CITY OF MURRIETA ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
Grading and On Site Improvements
Glen Arbor Dog Park Conceptual Parking Lot
GRADING AND
ONSITE IMPROVEMENTS:
PARCEL MAP OR TRACT
MAP
Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM PROJECT: DATE:
L.S. $ 3,000.00$ 0.00
C.Y. $ 18.00$ 0.00
S.F. Balance Street Grade and Parkways $ 0.50$ 0.00
C.Y. Import / Export Dirt $ 9.00$ 0.00
C.Y. Base Material Class II (6" Thickness) $ 60.00$ 5,700.00 TON A.C. Pavement ( 4" Thickness) 144 lbs/Cu. Ft$ 90.00$ 10,980.00 S.F. Asphalt Overlay (0.10') $ 0.90$ 0.00
TON Asphaltic Emulsion (Fog Seal) $ 600.00$ 0.00
S.F. Decorative Pavement / Stamped Concrete$ 10.00$ 0.00 L.F. P.C.C. Curb and Gutter (Type A-6) $ 15.00$ 0.00
L.F. P.C.C. Curb and Gutter (Type A-8) $ 17.00$ 0.00
L.F. P.C.C. Curb and Gutter (Type C) $ 15.00$ 0.00
L.F. P.C.C. Curb (Type D-1) $ 13.00$ 0.00
L.F. P.C.C. Curb (Type D) $ 16.00$ 4,960.00
S.F. P.C.C. Cross Gutter and Spandrels $ 12.00$ 0.00
S.F. $ 6.00$ 2,160.00
S.F. P.C.C. Drive Approach $ 8.25$ 7,590.00
EA. $ 1,500.00$ 0.00
L.F. A.C. Dike (8") $ 12.00$ 0.00
L.F. A.C. Dike (6") $ 10.00$ 0.00
EA. A.C. Overside Drain $ 750.00$ 0.00
EA. Adjust Manhole to Grade $ 500.00$ 0.00
EA. Adjust Water Valve Can to Grade $ 150.00$ 150.00
L.F. Sawcut - Asphalt $ 1.50$ 330.00
L.F. Sawcut - Concrete $ 5.00$ 0.00
S.F. Grind A.C. Pavement (.10') $ 1.00$ 0.00
S.F. Remove A.C. Pavement $ 5.00$ 1,100.00
L.F. Remove Curb and Gutter $ 12.00$ 1,008.00
S.F. Remove P.C.C. Ditch $ 12.00$ 720.00
S.F. Remove Sidewalk $ 8.00$ 4,032.00
L.F. Remove Barricade $ 10.00$ 0.00
L.F. Install Barricade $ 35.00$ 0.00
EA. Delineators (Class 2) $ 45.00$ 0.00
L.S. $ 10,000.00$ 10,000.00
EA. Parking Lot Lighting $ 5,000.00$ 20,000.00
EA. Street Trees (15 Gallon ) with Root Barriers$ 250.00$ 0.00 L.S. Landscaping and Irrigation Removal and Replacement$ 3,000.00$ 3,000.00 L.F. Remove Chain Link Fence $ 7.50$ 0.00
L.F. Relocate Chain Link Fence $ 12.00$ 0.00
L.F. Title 8 Accessible Stair Railing $ 30.00$ 1,200.00 EA. Remove Curb Ramp $ 1,500.00 0.00
EA. Construct Curb Ramp $ 3,500.00$ 0.00
270 SF Masonry Retaining Wall $ 60.00 16,200.00
25 SF $ 8.00 200.00
1 L.S. Signing and Striping $ 3,500.00 3,500.00
Subtotal $ 92,830.00
25% Contingency $ 23,207.50
Total $ 116,037.50
P.C.C. Stairs
P.C.C. Sidewalk (includes ADA Access Ramp)
Relocate Monument
95 40
122
310
360
920
Move-In's
Roadway Excavation
CITY OF MURRIETA ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
COST
ON SITE STREET IMPROVEMENTS
UNIT
Glen Arbor Dog Park Conceptual Parking Lot 9/20/2023
QUANTITY UNIT ITEM AMOUNT
1 220
220
84 60
504
1 4
1 Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM PROJECT: DATE:
L.F. $ 150.00 $ 0.00
L.F. $ 165.00 $ 0.00
EA. $ 185.00 $ 0.00
EA. $ 210.00 $ 0.00
EA. $ 246.00 $ 0.00
EA. $ 261.00 $ 0.00
EA. $ 300.00 $ 0.00
EA. $ 380.00 $ 0.00
EA. $ 402.00 $ 0.00
L.F. $ 40.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
EA. $ 3,700.00 $ 0.00
EA. $ 4,845.00 $ 0.00
EA. Catch Basin W=10' $ 5,800.00 $ 0.00
EA. Catch Basin W=14' $ 7,080.00 $ 0.00
EA. Catch Basin W=21' $ 8,820.00 $ 0.00
EA. Catch Basin W=28' $ 11,760.00 $ 0.00
EA. Manhole #1 - 33" or smaller pipes $ 5,768.00 $ 0.00 EA. Manhole #2 - 36" or larger pipes $ 6,695.00 $ 0.00
EA. Manhole #3 - Box $ 5,768.00 $ 0.00
EA. Manhole #4 $ 6,695.00 $ 0.00
EA. Adjust Manhole to Grade $ 500.00 $ 0.00
EA. Junction Structure #1 - pipe to box $ 3,500.00 $ 0.00 EA. Junction Structure #2 - pipe to pipe $ 4,900.00 $ 0.00 EA. Junction Structure #4 - pipe to pipe $ 5,500.00 $ 0.00 EA. Junction Structure #6 - concrete channel $ 6,000.00 $ 0.00 EA. Transition Structure No. 1 (Pipe to Box) $ 15,500.00 $ 0.00 EA. Transition Structure No. 2 (Box to Box) $ 12,500.00 $ 0.00 EA. Transition Structure No. 3 (Pipe to Pipe) $ 5,700.00 $ 0.00 C.Y. Rip Rap (1/4 Ton) $ 40.00 $ 0.00
C.Y. Rip Rap (1/2 Ton) $ 45.00 $ 0.00
EA. Rip Rap (1 Ton) $ 50.00 $ 0.00
L.F. Rip Rap (2 Ton) $ 55.00 $ 0.00
C.Y. Grouting Concrete $ 83.00 $ 0.00
EA. Concrete Headwall and Wingwalls $ 5,000.00 $ 0.00
EA. 2'x2' Down Drain to Pipe Transition $ 5,000.00 $ 0.00 EA. Down Drain Catch Basin with Splashwall $ 3,700.00 $ 0.00 EA. Basin Perforated CMP Riser $ 3,000.00 $ 0.00
EA. CMP Riser Inlet $ 3,000.00 $ 0.00
EA. Concrete Splashwall $ 2,500.00 $ 0.00
EA. Impact dissipator $ 5,000.00 $ 0.00
C.Y. 3" Non-Grouted Cobble Stone $ 120.00 0.00
Subtotal $ 0.00
25% Contingency $ 0.00
Total $ 0.00
18" C.M.P. HDPE or Equal
24" C.M.P. HDPE or Equal
30" C.M.P. HDPE or Equal
36" C.M.P. HDPE or Equal
Catch Basin W=4'
Catch Basin W=7'
24" R.C.P.
30" R.C.P.
36" R.C.P.
42" R.C.P.
48" R.C.P.
54" R.C.P.
60" R.C.P.
66" R.C.P.
9/20/2023
COST
18" R.C.P.
UNITQUANTITY UNIT ITEM AMOUNT
Glen Arbor Dog Park Conceptual Parking Lot
Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM PROJECT: DATE:
EA. $ 1,000.00 $ 0.00
C.Y. Structural Reinforced Concrete $ 400.00 $ 0.00
EA. Slope Anchors for Pipe $ 800.00 $ 0.00
EA. Concrete Collars $ 1,500.00 $ 0.00
L.F. Cut Off Wall (Stnd 2') $ 27.00 $ 0.00
EA. $ 3,000.00 $ 0.00
EA. Private Drain through Curb Std. 426 $ 250.00 $ 0.00 EA. $ 1,500.00 $ 0.00
EA. $ 3,300.00 $ 0.00
EA. Type X Inlet - grate top $ 3,300.00 $ 0.00
L.F. $ 450.00 $ 0.00
L.F. $ 500.00 $ 0.00
L.F. $ 250.00 $ 0.00
L.F. $ 800.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. Modified Drop Inlet $ 6,250.00 $ 0.00
L.S. $ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ 0.00
$ 0.00
Subtotal $ 0.00
25% Contingency $ 0.00
Total $ 0.00
COST
Concrete Bulkhead
UNIT ITEM AMOUNT UNIT
Glen Arbor Dog Park Conceptual Parking Lot 9/20/2023
QUANTITY
Traffic Control
36"x96" RCB Storm Drain Culvert
48"x96" RCB Storm Drain Culvert
36"x60" RCB Storm Drain Culvert
2-84"x36" RCB Storm Drain Culvert
Remove Concrete Bulkhead and Connect to Ex.
Parkway Culvert
CMP Overside Drain
Type IX Inlet - checkered plate top
Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM PROJECT: DATE:
EROSION CONTROL
L.S. $ 6,000.00 $ 6,000.00
EA. $ 2.50 $ 0.00
L.F. $ 5.10 $ 0.00
L.F. Gravelbag Checkdam (6 bags 3-2-1) $ 10.20 0.00
L.F. $ 3.00 $ 0.00
L.F. $ 5.70 $ 0.00
L.F. $ 3.54 $ 0.00
S.F. Straw Matt - double sided $ 0.30 0.00
S.F. Straw Bales $ 9.90 0.00
S.F. Jute Netting $ 0.36 0.00
S.F. Polymer Soil Binder / Tackifier $ 0.04 0.00
S.F. Hydro Mulch -2000#/ac + 200#/ac binder $ 0.06 0.00 S.F. Blown Fiber Mix - prepkg'd. 3500 #/ac $ 0.17 0.00
S.F. Blown Fiber Mix - w/ Hydroseed $ 0.21 0.00
E.A. Temporary Riser Sediment Check Dam 250.00 0.00
S.F. Stabilzed Const. Entrance (30'x50' rock & fabric) $ 2,100.00 $ 0.00 TON No. 2 Course Aggregate $ 26.00 $ 0.00
MONTH Shaker Plates (2 each per month rental) $ 240.00 $ 0.00 E.A. $ 800.00 $ 0.00
S.F. $ 0.10 $ 0.00
C.Y. $ 10.00 $ 0.00
4 HR $ 480.00 $ 0.00
4 HR $ 600.00 $ 0.00
4 HR $ 864.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
WATER QUALITY BMP's
L.F. $ 40.00 $ 0.00
L.F. $ 28.00 $ 0.00
E.A. Dry Well $ $ 0.00
L.S. $ $ 0.00
L.F. Vegetated Bio Swale $ 8.80 $ 0.00
S.F. $ 6.00 $ 0.00
S.F. $ 9.00 $ 0.00
S.F. Porous Landscape Detention Basin $ $ 0.00
E.A. $ 800.00 $ 0.00
E.A. $ 4,000.00 $ 0.00
E.A. $ 95.00 $ 0.00
E.A. $ 12,000.00 $ 12,000.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
Subtotal $ 18,000.00
25% Contingency $ 4,500.00
Total $ 22,500.00
CITY OF MURRIETA ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
EROSION CONTROL & WATER QUALITY BMP's
UNIT
COST
1 Erosion Control Measures
Gravelbag Barrier (2 bags on bottom, 1 bag top)
Gravel Bags (1-foot length)
Concrete Washout (6.5 CY bin)
Silt Fencing - wire reinforced
Fiber Roll / Straw Wattle
Visquene (10 mil)
Export Sediment
Water Truck (4hr minimum)
Silt Fencing
Street Sweeper (4hr minimum)
Maintenance (4 man crew, 4 hr minimum)
Underground Infiltration / Detention Chambers
Sand Filter Trench w/ PVC Drain Pipe
Infiltration Trench w/o PVC Drain Pipe
1 Tree Well
ON SITE EROSION CONTROL IMPROVEMENTS
Clearwater Solutions CB Insert
Inlet Stencil "No Rain in the Drain"
Porous Ashpalt
Porous Concrete Pavers
Kristar Drop Inlet Insert
Glen Arbor Dog Park Conceptual Parking Lot 9/20/2023
QUANTITY UNIT ITEM AMOUNT
Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM PROJECT: DATE:
UNIT
L.S. Mobilization / Demobilization $ 10,000.00 $ 10,000.00 S.F. Heavy Vegetation Removal $ 100.00 $ 5,000
EA. Remove existing tree above 6" $ 250.00 $ 1,000.00
L.F. Remove existing fence $ 5.00 $ 0.00
L.F. Remove Existing Concrete Drain $ 10.00 $ 0.00
E.A. Cap Well $ 2,500.00 $ 0.00
L.S. Remove Septic Tank $ $ 0.00
L.S. Demo / Remove Existing Structure $ $ 0.00
L.S. $ $ 0.00
$ $ 0.00
C.Y. $ 5.00 $ 10,000
C.Y. Over-excavation / Remedial $ 1.75 $ 0
S.F. Balance Street Grade / Parkways $ 0.50 $ 0.00
C.Y. Import / Export Dirt $ 9.00 $ 0
L.F. 6' Wide Trapezoidal Graded Ditch per detail $ 35.00 $ 0.00 $ $ 0.00
L.F. 6" Subdrain $ 20.00 $ 0.00
L.F. 8" Subdrain $ 25.00 $ 0.00
L.F. Interceptor Drain Std. 432 $ 25.00 $ 0.00
L.F. Terrace Drain Std. 415a $ 30.00 $ 0.00
L.F. Down Drain Std. 415b $ 25.00 $ 0.00
EA. Terrace & Down Drain Intersection Std. 415c $ 200.00 $ 0.00 S.F. Masonry Splash Wall Std. 415a $ 15.00 $ 0.00
EA. Down Drain & Pipe transition Std. 431 $ 1,000.00 $ 0.00 L.F. 1' Wide "V" Ditch behind ret. wall per detail $ 15.00 $ 675.00 C.Y. Rip Rap (1/4 Ton) $ 40.00 $ 0.00
L.F. Gabion drop structure per detail $ 60.00 $ 0.00
S.F. Turf Block all weather access $ 6.50 $ 0.00
S.F. Concrete Slope Protection per detail $ 5.00 $ 0.00 L.F. Minor Drainage Channel per SDRSD D-70 $ 30.00 $ 0.00 L.F. Relocate Chain Link Fence $ 12.00 $ 0.00
L.F. Remove Chain Link Fence $ 7.50 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
Subtotal $ 26,675.00
25% Contingency $ 6,668.75
Total $ 33,343.75
45 COST
1 2,000 Cut / Fill (Larger of the two) (RAW)
Asbestos Study & Removal
50 4
CITY OF MURRIETA ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
ON SITE GRADING
QUANTITY ITEM UNIT AMOUNT
Glen Arbor Dog Park Conceptual Parking Lot 9/20/2023
Engineer Construction Worksheet - Conceptual Parking Lot.xlsx9/20/20231:40 PM