18R.08.140 Certificates - Final subdivision maps.

The following certificates shall be included upon all final subdivision maps filed with the city, as applicable:

   A.   City Clerk’s Certificate When Dedication of Real Property Not Made. When offer of dedication of real property to the city for street and/or public easement purposes is not made as part of the final map, the certificate shall read as follows:

   “I hereby certify that on the ..... day of ....., 20..., the City Council of the City of Chico officially approved this map, subject to the installation and completion of

      all required subdivision improvements (if applicable).

      ........................         ...............................................”

      Date                  City Clerk

   B.   City Clerk’s Certificate When Dedication of Real Property is Made. When an offer for the dedication of real property to the city for street and/or public utility easement purposes is made as part of the final map, the certificate shall read as follows:

   “I hereby certify that on the .... day of ....., 20.., the City Council of the City of Chico officially approved this map, subject to the installation and completion of all required subdivision improvements (if applicable), and accepted (describe area(s) of dedication) for dedication to the City of Chico on behalf of the public.

      .........................         ...............................................”

      Date                  City Clerk

   C.   City Manager’s Certificate When Dedication of Real Property is Made as Part of a Non-City Subdivision. When a final map is filed for a subdivision not within the city but which is adjacent to a city roadway, and an offer for the dedication of real property to the city for street and/or public utility easement purposes is made, the certificate shall read as follows:

   “I hereby certify that (describe area(s) of dedication), as shown hereon and herein offered for dedication to the City of Chico, is accepted by the undersigned officer on behalf of the City Council of the City of Chico pursuant to the authority conferred by Resolution No. 79 61-62 of the City Council of the City of Chico, adopted March 6, 1962, and that the grantee consents to the recordation thereof by its duly authorized officer.

      ......................            ..........................................”

      Date                  City Manager

(Res. No. 9 77-78 (part))

Table 1
HORIZONTAL ALIGNMENT CRITERIA

 

Type of Street	Arterial	Collector	Local
Minimum Design Speed (mph)	40	35	25
Minimum Curve Radius at Centerline	600'	450'	200'
Minimum Tangent between Reversing Curves	200'	150'	100'
Minimum Stopping Sight Distance	275'	240'	165'

 

Table 2
VERTICAL CURVE CRITERIA

 

Type of Street	Design Speed (mph)	Min. Length Vertical Curve	Min. Stopping Sight Distance	At Min. Stopping Crest V.C.- Max. Rate of Change- %/100'	Sight Distance Sag. V.C.- Max. Rate of Change- %/100'	Passing Sight Distance*
Arterial	40	200'	275'	1.80	1.80	1500'
Collector	35	150'	240'	2.50	2.20	1300'
Local	25	100'	165'	5.25	3.70	900'

 

   *Passing sight distance criteria do not apply to sag vertical curves. For design of crest vertical curves that meet passing sight distance criteria, refer to “Caltrans Highway Design Manual of Instructions” or “AASHO Policy on Geometric Design of Rural Highways.”

Table 3
RUNOFF COEFFICIENTS

Land Use	C
Landscaped area	0.25
Residential
Rural (up to 2 units/acre)	0.35
Low-density (2+ to 6 units/acre)	0.50
Medium-density (6+ to 14 units/acre)	0.60
High-density (14+ and up)	0.75
Public	0.40 - 0.70
Schools, Hospitals	0.35 - 0.70
Commercial	0.70 - 0.90
Industrial	0.70 - 0.90
Highway	0.80 - 0.90

 

Table 4: To print a PDF copy of this Table, click TABLE 4

Table 5
DESIGN CRITERIA FOR SANITARY SEWERS

ZONING	DESIGN CRITERIA
RESIDENTIAL
Domestic flow	80 gpcd (average)
Infiltration	650 gad
Peak flow factor	1.5 - 3.0 (see Table 6)
1.   Rural Density
Units/acre	2
People/unit	3.6
Peak design flow	[(80)(3)(2)(3.6)] + 650 = 2,378
	Use 2,400 gad
2.   Low Density (R-1)
Units/acre	5
People/unit	3.6
Peak design flow	[(80)(3)(5)(3.6)] + 650 = 4,970
	Use 5,000 gad
3.   Medium Density (R-2)
Units/acre	13
People/unit	2.3
Peak design flow	[(80)(3)(13)(2.3)] + 650 = 7,826
	Use 7,800 gad
4.   High Density (R-3)
Units/acre	24
People/unit	2.0
Peak design flow	[(80)(3)(24)(2.0)] + 650 = 12,170
	Use 12,200 gad
COMMERCIAL/INDUSTRIAL
Average flow	1,500 gad
Peak flow	3,000 gad
gpcd = gallons per capita per day
gad = gallons per acre per day

 

Table 6