Project Design Report

"B" DRIVE

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"I" Drive

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40' x 62' TYP. L

OTSAlley

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Scale : 1" = 250'

Design By: Taylor Wilson, EITEdited By: Lidiya Sypyuk, EITDate: 11/30/2016

SCALEVARIES

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Cover Page

Scale : 1" = 150'

Scale : 1" = 2 Miles

IN-SITEENGINEERING

6000 J StreetSacramento 95819

AutoCAD SHX TextLot H 4.5 ac.netPark Site

AutoCAD SHX TextLot DD-Greenway 0.30ac.net

AutoCAD SHX TextPROJECT SITE 1

AutoCAD SHX TextFURNITURE RETAIL SPACE

AutoCAD SHX Text1101 5.2 ac.net




AutoCAD SHX TextMTC PROPERTIES DENTAL OFFICE SPACE



AutoCAD SHX TextLot W- Greenway 0.48ac.net

AutoCAD SHX TextLot X- Greenway 0.60ac.net

AutoCAD SHX TextLot Y- Greenway 0.49ac.net

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AutoCAD SHX Text8

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AutoCAD SHX Text50'

AutoCAD SHX TextFURNITURE RETAIL SPACE

AutoCAD SHX Text60'

AutoCAD SHX Text60'

AutoCAD SHX Text40'

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AutoCAD SHX TextMTC PROPERTIES DENTAL OFFICE SPACE

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AutoCAD SHX TextLot Y- Greenway 0.49ac.net

AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextEXISTING CONDITION

AutoCAD SHX TextSHEET INDEX

AutoCAD SHX TextC-1 COVER PAGE COVER PAGE L-1 LEGEND LEGEND S-1 TO S-2 SITE LAYOUT LS-1 LANDSCAPE AND LIGHTING LANDSCAPE AND LIGHTING LANDSCAPE AND LIGHTING D-1 TO D-2 DRAINAGE G-1 GRADING GRADING GRADING

AutoCAD SHX TextNOTES:

AutoCAD SHX Text1. All construction and materials shall be in accordance with the County of All construction and materials shall be in accordance with the County of Sacramento construction specifications and improvement standards. Where inconsistencies exist, the latest edition shall take precedence. 2. Public convenience, public safety and traffic control shall be provided in Public convenience, public safety and traffic control shall be provided in accordance with Section 6-12 and 6-13 of the standard construction specifications and as directed by the county inspector. Safe vehicular and pedestrian access shall be provided at all times during construction. 3. The consulting engineer shall notify the County of Sacramento Construction The consulting engineer shall notify the County of Sacramento Construction Inspection Office upon completion of staking. (Phone 875-2700) 4. The contractor shall notify the County of Sacramento Construction Inspection The contractor shall notify the County of Sacramento Construction Inspection Office two working days prior to the intention to commence work. The contractor shall not start any grading until the county completes a pre-construction meeting. (Phone 875-2700) 5. The County of Sacramento is a member of the Underground Service Alert The County of Sacramento is a member of the Underground Service Alert (U.S.A.) One Call Program. The contractor or any sub contractor for this contract shall notify members of U.S.A. two working days in advance of performing any excavation work by calling the toll-free number: 1-800-227-2600. 6. The contractor shall be responsible for the protection of all existing survey The contractor shall be responsible for the protection of all existing survey monuments and other survey markers during construction. All such monuments or markers destroyed during construction shall be replaced at the contractors expense. 7. All service sewers shall have four to five feet cover at the property line or All service sewers shall have four to five feet cover at the property line or right-of-way, unless otherwise noted on plans. 8. Erosion control measures shall be in accordance with Sectoin 11 of the Erosion control measures shall be in accordance with Sectoin 11 of the County of Sacramento Improvement Standards.

AutoCAD SHX TextSHEET NO. 1 OF 8

AutoCAD SHX TextDWG. NO. C-1

AutoCAD SHX TextSATELLITE MAP

NO SCALEClient : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Legend

IN-SITEENGINEERING

6000 J StreetSacramneto CA, 95819


Scale:1" = 40'

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Site Layout

IN-SITEENGINEERING



AutoCAD SHX Text6

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AutoCAD SHX TextCOMPACT





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AutoCAD SHX TextVAN

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AutoCAD SHX TextDENTAL OFFICE SPACE 12,000 SQFT

AutoCAD SHX TextTRASH ENCLOSURE

AutoCAD SHX TextVAN

AutoCAD SHX Text20

AutoCAD SHX TextPARK AND RIDE

AutoCAD SHX Text10' BIKE RACK


AutoCAD SHX TextNO PARKING

AutoCAD SHX TextFURNITURE RETAIL SPACE DEVELOPMENT

AutoCAD SHX TextSHARED DRIVEWAY

AutoCAD SHX TextADA

AutoCAD SHX Text5

AutoCAD SHX TextBIKE TRAIL

AutoCAD SHX TextWALK







AutoCAD SHX TextSTOP





AutoCAD SHX Text1'-0" WHITE STRIPE



AutoCAD SHX TextDETAIL C


AutoCAD SHX TextDETAIL E

AutoCAD SHX TextDETAIL F






AutoCAD SHX TextDETAIL G


AutoCAD SHX TextMIN 100' SETBACK FROM VALLEY ELDERBERRY BUSH


AutoCAD SHX TextDETAIL A AND B


AutoCAD SHX TextMIN. 30' SETBACK FROM RIGHT-OF-WAY

AutoCAD SHX TextDETAIL H

AutoCAD SHX TextDETAIL J

AutoCAD SHX TextDETAIL I

AutoCAD SHX TextSPEED CONTROL


AutoCAD SHX TextDWG. NO. S-1

Edited By: Lidiya Sypyuk, EITDate: 11/30/2016

NOSCALE

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle :Site Layout Details

IN-SITEENGINEERING

6000 J StreetSacramento 95819

AutoCAD SHX TextSURFACE SECTIONS

AutoCAD SHX TextADA DIMENSIONS

AutoCAD SHX TextPAVEMENT PAINT

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AutoCAD SHX TextCURB TYPE

AutoCAD SHX TextA1 - 6

AutoCAD SHX TextDIMENSIONS

AutoCAD SHX TextCUBIC YARDS PER LINEAR FOOT

AutoCAD SHX Text1' - 6"

AutoCAD SHX Text6"

AutoCAD SHX Text712"

AutoCAD SHX Text112"

AutoCAD SHX Text"H1"


AutoCAD SHX Text"W1"






AutoCAD SHX Text6"

AutoCAD SHX TextR =1/2"


AutoCAD SHX TextTABLE A

AutoCAD SHX TextCURB QUANTITIES

AutoCAD SHX TextTYPE A1 CURBS

AutoCAD SHX TextSee Table A

AutoCAD SHX TextDRIVEWAY ELEVATION

AutoCAD SHX TextGUTTER GRADE

AutoCAD SHX TextBOTTOM OF CURB

AutoCAD SHX TextCURB FACE

AutoCAD SHX TextSIDEWALK

AutoCAD SHX TextX SEE NOTE 1

AutoCAD SHX TextVAR

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AutoCAD SHX TextDRIVEWAY PLAN

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AutoCAD SHX Text45

AutoCAD SHX Text45

AutoCAD SHX TextSIDEWALK

AutoCAD SHX TextW

AutoCAD SHX TextJOIN

AutoCAD SHX Text7.5% MAX

AutoCAD SHX TextJOIN

AutoCAD SHX Text7.5% MAX

AutoCAD SHX TextFRONT EDGE OF SIDEWALK

AutoCAD SHX TextVAR WARP WHEN NEEDED

AutoCAD SHX TextVAR WARP WHEN NEEDED

AutoCAD SHX TextRETAINING CURBS WHEN NECESSARY

AutoCAD SHX TextR/W (Typ)

AutoCAD SHX TextVAR

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX TextSTRAIGHT GRADE

AutoCAD SHX TextRAMP

AutoCAD SHX TextSEE NOTE 2

AutoCAD SHX Text1.X=3'-0" except for curb heights over 10" X=3'-0" except for curb heights over 10" where 4:! slopes shall be used on curb slope. 2.Minimum width of clear passageway for Minimum width of clear passageway for sidewalk shall be 4'-2".


AutoCAD SHX TextINTERNATIONAL SYMBOL

AutoCAD SHX TextOF ACCESSIBILITY (ISA) MARKING

AutoCAD SHX TextA (WHITE) = 9 FT

AutoCAD SHX TextA (BLUE) = 14 FT

AutoCAD SHX Text4'-5"


AutoCAD SHX Text2'-81/2"

AutoCAD SHX Text6" GRID




AutoCAD SHX TextBLUE

AutoCAD SHX TextWHITE

AutoCAD SHX TextDETAIL A

AutoCAD SHX TextISA PARKING SIGN, SEE NOTES 1 AND 6


AutoCAD SHX TextISA MARKING AT REAR LIMIT OF STALL, SEE DETAIL A

AutoCAD SHX TextSEE NOTE 4

AutoCAD SHX Text4" WHITE LINE DIAGONALS AT 3'-0" Max CENTERS, SEE NOTE 3

AutoCAD SHX Text4" BLUE LINE BORDERS

AutoCAD SHX TextISA PARKING SIGN, SEE NOTE 6

AutoCAD SHX TextCURB RAMP, SEE NOTE 3

AutoCAD SHX Text5'-0" Min BETWEEN REGULAR ACCESSIBLE PARKING STALLS LS 8'-0" Min TO THE RIGHT OF EACH VAN ACCESSIBLE PARKING STALL, SEE NOTES 1 AND 5

AutoCAD SHX TextDETAIL B

AutoCAD SHX TextSIGN R7-8b, SEE NOTES 1 AND 2

AutoCAD SHX TextSIGN R99C (CA), SEE NOTE 6

AutoCAD SHX Text1.One in every six accessible off-street One in every six accessible off-street parking stalls, but not less than one, shall be served by an accessible aisle of 8'-0" minimum width and shall be signed van accessible. The R7-8b sign shall be mounted below the R99B (CA) plaque or the R99C (CA) sign. 2.Where Plaque R99B (CA), Sign R99C Where Plaque R99B (CA), Sign R99C (CA) or Sign R7-8b are installed, the bottom of the sign or plaque panel shall be a minimum of 7'-0" above the surrounding surface. 3.Curb ramps shall conform to the Curb ramps shall conform to the details shown on Detail B. 4.Blue paint, instead of white may be Blue paint, instead of white may be used for marking accessibility aisles in areas where snow may cause white markings to not be visible. 5.The words "NO PARKING", shall be The words "NO PARKING", shall be painted in white letters no less than 1'-0" high and located so that it is visible to traffic enforcement officials. See Detail B for details of the "NO PARKING" pavement marking. 6.Where a van accessible parking is Where a van accessible parking is provided, the loading and unloading access aisle shall be 8'-0" wide minimum, and shall be on the passenger side of the vehicle as the vehicle is going forward into the parking space. 7.Accessible Parking Only Sign shall be Accessible Parking Only Sign shall be Sign R99C (CA) or Sign R99 (CA) with Plaque R99B (CA). 8.Stop Sign (R1-1) standard size shall Stop Sign (R1-1) standard size shall be 30 x 30 inches.

AutoCAD SHX TextHIGHER VISIBILITY CROSSWALKS

AutoCAD SHX TextDIAGONAL

AutoCAD SHX Text1'-0" TO 5'-0" SEE NOTE 1

AutoCAD SHX Text1'-0" TO 2'-0"



AutoCAD SHX Text45

AutoCAD SHX Text12"

AutoCAD SHX Text12"

AutoCAD SHX Text2"

AutoCAD SHX Text11/2"

AutoCAD SHX TextDETAIL E

AutoCAD SHX TextA = 2 FT

AutoCAD SHX TextSee Note 2

AutoCAD SHX Text8"

AutoCAD SHX Text4"

AutoCAD SHX TextA = 22 FT



AutoCAD SHX Text1.Spacings not to exceed 2.5 times width Spacings not to exceed 2.5 times width of longitudinal line. 2.The words "NO PARKING", shall be The words "NO PARKING", shall be painted in white letters no less than 1'-0" high on a contrasting background and located so that it is visible to traffic enforcement officials.


AutoCAD SHX TextDOUBLE PARKING STALL


AutoCAD SHX TextDWG. NO. S-2

AutoCAD SHX TextDETAIL H

AutoCAD SHX TextLARGE REGULAR


AutoCAD SHX TextDETAIL I

AutoCAD SHX TextREGULAR

AutoCAD SHX TextDETAIL J


AutoCAD SHX TextSIGN R1-1 (CA), SEE NOTE 8

AutoCAD SHX TextSIGN R2-1 (CA), (24 X 30 INCHES)

AutoCAD SHX Text5

AutoCAD SHX TextSPEED LIMIT

AutoCAD SHX Text25% SLOPE

AutoCAD SHX TextVALLEY GUTTER CROSS SECTION


AutoCAD SHX TextDETAIL D

Scale:1" = 50'

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Drainage Plan

IN-SITEENGINEERING



AutoCAD SHX Texttype 2 curb

AutoCAD SHX Texttype 2 curb

AutoCAD SHX Text8"S

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AutoCAD SHX Text12"W


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AutoCAD SHX Text54"D



AutoCAD SHX TextSHED AREA 6






AutoCAD SHX TextDI 4

AutoCAD SHX TextDRY WELL 2







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AutoCAD SHX TextDWG. NO. D-1


NOSCALE

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Drainage and Grading Details

IN-SITEENGINEERING


Design By: Lidiya Sypyuk, EITEdited By: Taylor Wilson, EITDate: 11/14/2016

Scale:1" = 40'

Client : MTC PropertiesProject : Site Development for Dental Office SpaceTitle : Grading Plan

IN-SITEENGINEERING

6000 J StreetSacramento, CA 95819

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AutoCAD SHX TextDWG. NO. G-1

APPENDIX B-1

Drainage Calculations: Dry Well #1

Calculations prepared by Hydrologist: Manvir Chahal Reviewed by Quality Manager: Austin de los Reyes Approved by Project Manager: Taylor Wilson

Find the appropriate size for a dry well receiving runoff from Shed Area 1.

Given: Ku = 0.933 n = 0.013 L = 154 ft S = 1.03% c = 0.20

1) Calculate time of concentration

Tc =

Iterative process using IDF curve formula:

Try Tc = 25 min

i = 1.00 in/hr

Try Tc = 22 min

i = 1.074 in/hr

Try Tc = 21.6 min

i = 1.084 in/hr

***Use 21.52 min and i value of 1.084 in/hr

2) Calculate Flowrate

3) Calculate 15 min volume

4) Calculate dry well dimensions Height = 5 ft Width = 5 ft Length = 5 ft

Appendix B-1 Continued Drainage Calculations: Infiltration Swale #1

Calculations prepared by Hydrologist: Manvir Chahal Reviewed by Quality Manager: Austin de los Reyes Approved by Project Manager: Taylor Wilson

a) Design gutters for Tributary Area 1 b) Find the bioswale dimensions to treat Shed Area 3

Step 1 Calculate Tributary Area 1 flowrate

Given: Sheet flow Gutter flow Capacity:

Open Channel:

a) Gutter Flow

Capacity

Velocity

Trapezoidal Try:

Time of concentration PIPE

Time of Concentration Tributary Area 1

Sheet Flow

Iterative process using IDF Curve

formula:

Try:

Try:

Try:

Step 2 Calculate Flowrate

,

b) Tributary Area 2 Step1


Sheet Flow


formula:

Try:

Try:

Try:


Tributary Area 3

Step 3


Sheet Flow


formula:

Try:

Try:

Try:


Step 5 Flowrate Total

Step 6

Biofiltration Dimensions for

From Chart:

**Bioswale Cross Section, Refer to Sheet XX for diagram

General Dimensions

Step 7 Required Length of Bioswale

Appendix B-2

Appendix B-3

Appendix B-4

Appendix B-5

Appendix B-6

Appendix B-7

Appendix B-8

Appendix B-9

Pavement Design Calculations

Calculations prepared by Transportation Engineer: Jasmeen Chahal Reviewed by Quality Manager: Austin de los Reyes Approved by Project Manager: Taylor Wilson Traffic Index (TI) = 7

Resistance Value (R) = 40

GE - Gravel Equivalent

HMA - Hot Mix Asphalt

Fs - Factor of Safety

AB - Aggregate Base

AS - Aggregate Subbase

Standard formula:

1) Determine total pavement structure GE using standard formula:

2) Determine GE of HMA surface layer using standard formula:

- According to HDM Table 663.3, Class 2 AB has a California R value of 78.

3) Add 0.2 required safety factor to GEHMA:

Total

4) HDM Table 633.1 used to determine GE and thickness of HMA surface layer:

- Use GE for HMA layer of 0.75 to get a HMA thickness of 0.35.

5) Determine GE of combined HMA and AB layers using standard formula:

- Using Table 663.3, the R value for Class 2 AS is 50.

6) Add 0.2 required safety factor to GEHMA+AB :

Total

7) Subtract GEHMA+AB and GEHMA to find GEAB :

GEAB = GEHMA+AB - GEHMA

GEAB = 1.32 0.693 = 0.627

- Table 633.1 shows a value of 0.66 to be the closest value to the calculated GE of

0.63 for the AB layer. Therefore, using a GE Base value of 0.66 gives an AB

thickness of 0.60.

8) Thickness of GEAS :

GETot = GEHMA + GEAB + GEAS

1.344 = 0.693 + 0.627 + GEAS

GEAS = 0.024

- Gravel factor based on Table 663.3 for Class 2 AS is 1.0

- Table 633.1 shows a minimum value of 0.35 to be the closest value to the calculated

GE subbase value of 0.024.

- Since the subbase value is very small, it is determined that an aggregate subbase is

not needed for this pavement design. To account for this small amount, the AB

thickness will be increased to 0.65.

The final pavement structural layer thicknesses for the above calculations are as

follows:

Layer Thickness (ft)

HMA 0.35

AB 0.65

Project Design Report

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