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The installation and the type of monuments shall be in accordance with the pertinent provisions of the Subdivision Map Act, Title 18 of the Chico Municipal Code, and the improvement standards.
(Res. No. 9 77-78 (part))
The design of crossing protection facilities shall be the subdivider’s responsibility subject to the requirements of the State of California Public Utilities Commission. The facilities shall be installed by the affected railroad company subject to any necessary permits and agreements.
(Res. No. 9 77-78 (part))
Public right-of-way improvements, as required by Title 14 of this code and which are not part of a subdivision, shall be constructed in accordance with these design criteria and improvement standards except as follows:
A. Street improvements (including but not limited to curb, gutter, sidewalk, storm drainage facilities, and street lighting) shall be required from lot or parcel property line to the edge of existing street pavement, or beyond as may be needed to maintain a maximum five percent (5%) shoulder cross slope on said existing street.
B. In lieu of constructing alley improvements, an alley improvement fee shall be paid as established by resolution of the city council, except that alley improvements shall be constructed in the following cases:
1. All non-residential development;
2. All property uses permitted subject to a use permit in an R-3 high density residence district, and all residential development of four (4) or more dwelling units on a parcel, which utilize the adjacent alley for access.
When improvement of an alley is required, it shall be constructed between the property and the nearest street as well as along the full width of the property abutting the alley. The community development director may determine that an alley improvement fee be paid where alley construction would otherwise be required in the event it is determined that grade constraints or extensive storm drainage requirements make construction impractical.
C. Where adjacent existing improvements do not meet current criteria, the director may elect to alter the criteria so that proposed improvements match existing improvements in the most practical, yet satisfactory manner.
(Res. No. 9 77-78 (part), Res. No. 57 82-83 §6, Res. No. 88 84-85 §1, Res. No. 113-07, Res. No. 19- 13)
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))
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'
|
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.”
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 |
ZONING | DESIGN CRITERIA |
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 | |
