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Home My WebLink About1988 CC RESO 15,783RESOLUTION NO. 15,783 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, ADOPTING TRASH REGEPTACLP ENCLOSURE DESIGN GUIDELINES BF IT RESOLVED by the City Council of the City of National City that where trash receptacle enclosures are required for commercial, industrial, institutional, or multifamily residential uses pursuant to Section 7.10.080 of the National City Municipal Code, the following standards shall apply: 1. PERMITS REQUIRED Construction of all reinforced shall require a site plan review of a building permit by the City. copies of a site plan showing, enclosure in relation to existing buildings, property lines, street and/or alley. 2. LOCATION Trash receptacle enclosures shall not be located within 10-feet of any window of any dwelling unit or within 5-feet of any combustible wall. B. Where enclosure is located within a parking facility, the area in front of the required enclosure opening shall be clearly marked "No Parking". Where enclosure is located within any building or structure or area wherein the trash receptacle is to be provided with an approved floor drain . Method of maintaining the A. C. D. portion thereof, the maintained shall be connected to the public sewer system masonry trash receptacle enclosures (See Chapter 18.128) and the issuance The applicant shall submit two (2) by dimension, proposed location of receptacle within the immediate area of the floor drain shall be subject to approval of the Director of Planning. All enclosures shall be so located that the gates, when open, or being opened, shall not project beyond any lot line. When said gates open onto an alley, the wall or portion thereof containing the gates shall be at least 5-feet form the line forming the n boundary between the lot and the alley. 3. CONSTRUCTION A. Commercial t Rece tacles (Table I). Enclosure shall be constructed of reinforced masonry with view obscuring gates of a height sufficient to conceal the container used. Either 8-inch slump or split -face block may be used. Standard 8-inch concrete block is allowed provided that the exterior faces are painted or otherwise finished to be compatible with the primary building on the site. For restaurant use, interior faces must be covered with a smooth stucco finish. B. Individual minimum 30- llon containers (Table 2)• Enclosure shall be constructed of reinforr ed masonry with view obscuring gates of a height sufficient to conceal the containers used. Either 6 or 8 inch slump or split -face block may be used. Standard 6 or 8 inch concrete block is allowed provided that the exterior faces are painted or otherwise finished to be compatible with the primary building on the site. For restaurant use, interior faces must be covered with a smooth stucco finish. Variation from width and/or length of enclosure shown in Table 2 may be permitted subject to approval by the Director of Planning. PASSED AND ADOPTED this 1st day of November, 1988. GEORGE H. WATERS, MAYOR ATTEST: IONE CAMPBELL, CITY CLERK APPROVED AS TO FORM: vJ GEORGE H. EISEt, III -CITY ATTORNEY TABLE 1 TRASH ENCLOSURE SUBMIT ¶1W) (2) COPIES OF SITE PLAN SOWING THE PROPOSED LOCATION OF TRASH ENCLOSURE. CONFLICTS WITH RESIDENTIAL UNITS AND PARKING SPACES SHALL BE AVOIDED. IF LOCATED ADJACENT TO A PARKING AREA, THE AREA IN FRCNF OF THE ENCLOSURE OPENING SHALL BE CLEARLY MARKED "NO PARKING". ALL ENCLOSURES SHALL BE LOCATED RC FACILITATE THE EMPTYING OF BINS BY DISPOSAL SERVICE DQUIPMEN'r. ENCLOSURES SHALL NOT BE LOCATED WITHIN 10-r'i i 2 OF ANY W3NDOW IN ANY DWELLING UNIT, OR WITHIN 5-rh r OF A COMBUSTIBLE WAIL. TRASH ENCLOSURES SHALL BE OF A HEIGHT SUFFICIENT 'ID CONCEAL THE CONTAINER USED. SEE ILLUSTRATIONS HERDON. THE ATTACK DRAWING runSTRATES THE BASIC CONSTRUCTION REQUIRED. THE MINIMUM SIZE SHOWN MAY NOT ACCOMMODATE YOUR TRASH BIN, THEREFORE, THE OWNER MUST DETERMINE THE SIZE PRIOR TO COMMENCING CONSTRUCTION. MODIFICATIONS IN DESIGN MAY BE PERMIPrID WITH APPROVAL OF THE DIREC1tR OF PLANNING. •PLAN •SIDE ELEVATION ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑u 113) D-2 18" MINIMUM 118" MINMUM b 1'MINIMUM 4- I � i i (see note below NOTES: USE OF SLUMP OR SPLIT FACE BLOCK IS ENCOURAGED. STANDARD CONCRETE BLOCK WILL BE ALLOW®, IF PAINTED, S' U(ooFD OR OTHERWISE FINISHED TO BE COMPATIBLE WITH THE PRIMARY BUILDING ON THE SITE, SUBJECT TO THE APPROVAL OF THE PLANNING DIRECTOR. PLEASE INDICATE TYPE OF BLOCK AND FINISH ON BUILDING PERMIT APPLICATION. See also attachments 1 and 2) Revised Sept; or 0988 • Table 1 (Attahhment 1) HEAVY DUTY STEEL GATE LATCH DETAIL 1 0 Iu=11111M 7 11111— SECTION 1 3/4' X4' ANCHOR BOLT HEAVY DUTY LOOSE JOINT HINGE TWO KNUCKLE/STEEL 31/2'MIN. WELDED TO 1/8' FRAME & 1/4' STEEL PLATE 2'X4' BOLTED TO STEEL FRAME W/ 1/4'X3' CARRIAGE BOLT DETAIL 2 0es 0 Or 00 0'0 ii 4' CURB rrimilet4' SLAB rm111 2-#4 CONT. BARS CAP BLOCK OR CEMENT CAP b 8'CONC. BLOCK GROUT CELL WITH STEEL BARS 18' ON 0/C 4 DOWELL AT 32' V. 0/C LAP 24' MIN. SOLID GROUT END CELLS 1/4'X8' STEEL PLATE PLYWOOD SIDING (TEXTURE 5/8' TYPE 1-11) /OR FINISHED METAL SIDING Table 1 (Attachment 2) 2'X4' BOLTED TO STEEL FRAME W/ 1/41')(3° CARRIAGE BOLT HEAVY DUTY STEEL GATE LATCH (see 0-1 for example) 1/4' STEEL PLATE ANCHOR B4 LTED TO BLOCK WALL 0 0 t o- 0 0 �j• 0 O 0 — 8' CONCRETE BLOCK HEAVY DUTY LOOSE JOINT HINGE TWO KNUCKLE/STEEL 31/2'MN. WELDED TO 1/8' FRAME • 1/4' STEEL PLATE 1/e' STEEL FRAME LATCH /VERTICAL ROD TYPE FRONT ELEVATION PLYWOOD SIDING (TEXTURE 5/8' TYPE 1-11) / OR FINISHED METAL SUNG 41. TRASH ENCLOSURE TABLE 2 INDIVIDUAL. MINIMUM 30 GALLON CONTAINERS SUBMIT TWO (2) COPIES OF SITE. PLAN SHOWING THE PROPOSED VOCATION OF TRASH ENaDSURE FOR APPROVAL BY THE CITY. BUILDING PERMIT REQUIRED. ENCLOSURES SHALL NOT BE LOCATED WITHIN 10-1• r e;tOF ANY %M ON IN ANY DWELLING UNIT, OR WITHIN 5-FEKV OF A CON BUSTIffi. WALL. TRASH ENCWASURES SHALL BE OF A HEIGHT SUFFICIENT TO CONCEAL THE CONTAINER USED. MINDEN CONTAINER SIZE IS 30 GALLONS. SEE ILLUSTRATIONS HEREON. THE ATTACHED DRAWING ILLUSTRATES THE BASIC OONSIRUCTION REQUIRED. THE MINIMUM SIZE SHOWN MAY NOT AOOONNIODATE THE NUMBER CF CONTAINERS REQUIRED, THEREFORE, THE OWNER MUST DETERMINE THE SIZE PRIOR TO OZWENCING OONSTRUCTICNc]. MODIFICATION IN DESIGN MAY BE PERMITTED WITH APPROVAL CF THE DIRDCIOR OF PLANNING. •PLAN ❑ ❑ o ado ❑ ❑0100 ❑ ❑ 0 TYP. 30 GALLON CONTAINER D-2 7 8' MNMUM 0 a 2 D z z •SIDE ELEVATION (see note bebw 'OR8' NOTES: USE OF SIB OR SPLIT FACE MIX IS ENCOURAGED. STANDARD CONCREIE BLACK WILL BE ALIENED, IF PAINTED, 5111CODED OR CHEMISE FINISHED TO BE COMPATIBLE WITH 111E PRIMARY BUILDING ON THE SITE, SUBJECP 10 THE APPROVAL OF THE PLANNING DIREXROR. PLEASE INDICATE TYPE OF BID ( AND FINISH CN BUILDING PERMIT AP'LICATION. ee also attachments 1 and 2) Revised Septe ,r ,1988 Table 2 (Attachment 1) HEAVY DUTY STEEL GATE LATCH DETAIL 1 0 CAP BLOCK OR CEMENT CAP 8' OR 8' BLOCK GROUT CELL WITH STEEL BARS 18' ON 0/C 4 DOWELL AT 32' V. 0/C LAP 24' MIN. SECTION 1 3/4' X4' ANCHOR BOLT HEAVY DUTY LOOSE JOINT HINGE TWO KNUCKLE/STEEL 31/2'M1N. WELDED TO 1/8' FRAME & 1 /4' STEEL PLATE 2'X4' BOLTED TO STEEL FRAME W/ 1/4'X3' CARRIAGE BOLT DETAIL 2 II 4' SLAB I 2-#4 CONT. BARS SOLID GROUT END CELLS 1/4'X8' STEEL PLATE PLYWOOD SIDING (TEXTURE 5/8' TYPE 1-11) /OR FINISHED METAL SONG Table 2 (Attachment 2) 1/4' STEEL ANCHOR TO BLOC PLATE LTED WALL 2'X4' BOLTED TO STEEL HEAVY DUTY STEEL GATE LATCH FRAME W/ 1/4'X3' CARRIAGE BOLT (see D-1 for example) — S' CONCRETE BLOCK HEAVY DUTY LOSE T HINGE TWO KNUCKLE STEEL 031/2 AIN. WELDED TO 1/S' FRAME S 1/4' STEEL PLATE 1/B' STEEL FRAME 1 PLYWOOD SIDING (TEXTURE 5/8' TYPE 1-11) LATCH /VERTICAL ROD TYPE /OR FINISHED METAL SING FRONT ELEVATION