SCHOOL DISTRICT 27J - HIGH SCHOOL #3 THORNTON, COLORADO CONSTRUCTION PLANS - ONSITE
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- Clemence Bryan
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1 Reviewed for construction/inspection of public improvements only. All comments pertaining to private improvements are recommendations Label all public and private infrastructure where appropriate for future maintenance limits. All storm sewers that do not carry right-of-way runoff are considered private. All sanitary sewer that carry flows from more than one foundation are considered public. Verify that all curb/gutter meets the minim slope of.75%, and that all cross slopes for public are a minimum of 2% and a maximum of 4%, and that all private roads are a minimum of 1% and a maximum of 4%. Pavement grades should not exceed five percent longitudinal slope within a parking area and seven percent longitudinal slope in drive aisles that do not have parking stalls along the aisles. Site entry/exit aisles shall not exceed four percent longitudinal slope from the public street to 50-feet into the site. The 50-feet shall be measured from the property line. APRIL 8, 2016 In addition, from Code (verify compliance): 4:1 is the maximum grading that is reccomended. SITE COVER SHEET C0.0
2 recommend adding 5/100 year HGL's (typ) J:\\Drawings\-C1.12.dwg, 1:04:30 PM 18" minimum STORM LINE PLAN AND PROFILE label private" (typ) C1.12
3 STORM LINE PLAN AND PROFILE J:\\Drawings\-C1.12.dwg, 1:04:58 PM recommend hdpe vs pvc (typ) C1.14
4 Verify that all waterline is: a minimum of 4.5 feet deep a minimum of 5' feet from any concrete 8" minimum clearance for all crossings 10' edge of pipe to any sewer (storm or sanitary) 8 or 12" in diameter contains valves at a minmum of every 600 feet, between hydrants (and fire suppression lines) All sanitary Sewer mains shall have a.3 minimum drop through the manhole Recommend a 6" sanitary sewer service for all services to the school. The Building Division is evaluating the water meter size based upon the fixture counts provided. Waiting for response from Infrastructure Department on whether the waterline can e constructed underneath the basketball court. UTILITY PLAN J:\\Drawings\-C2.0.dwg, 1:10:36 PM C2.0
5 remove drop manhole.3 minimum drop required (typ) SANITARY LINE A PLAN & PROFILE J:\\Drawings\-C2.2-C2.4.dwg, 1:12:46 PM include invert out I think this is where the manhole would be to delineate maintenance C2.2
6 CEC JGJ JSP c C2.7 NORTH LOOP WATER PLAN AND PROFILE 18" minimum clearance (typ) CONSTRUCTION PLANS - OFFSITE J:\2071.1c\Drawings\OverlotWater-North.dwg, 1:17:09 PM
7 O WELL maintain a minimum 4.5' depth (typ) CEC JGJ JSP c casing required if waterline is constructed beneath box culvert C2.8 SOUTH LOOP WATER PLAN AND PROFILE J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:20:42 PM 18" min CONSTRUCTION PLANS - OFFSITE
8 J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:21:01 PM c CONSTRUCTION PLANS - OFFSITE SOUTH LOOP WATER PLAN AND PROFILE CEC JGJ JSP C2.9
9 J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:21:20 PM c CONSTRUCTION PLANS - OFFSITE SOUTH LOOP WATER PLAN AND PROFILE CEC JGJ JSP C2.10
10 Legend GA. VENT BODY 4" VENT PIPE POP RIVET POP RIVET CONCRETE PAD remove detail 6" VENT BODY 1/8"x1/8" STEEL OR ALUMINUM (3 REQ.) GROUND LINE 3/8" J:\\Drawings\-CD2.0.dwg, 1:22:21 PM 3/4" 18" x 18" x 6" CONCRETE PAD 4" VENT PIPE SCHEDULE 80 PVC NOTE: COLOR SHALL BE FLAT BLACK 3/8" 2-1/2" 1" ROUND VENT SCREEN STEEL OR ALUMINUM ANGLE DETAIL POP RIVET UTILITY DETAILS 2-1/2" x 2-1/2" x 1/8" STEEL OR ALUMINUM ANGLE BASE DETAIL 3'+/- 6" O.D. SEAMLESS ALUMINUM PIPE CD2.1
11 STOP O WELL O WELL O WELL O WELL STOP J:\\Drawings\-C3.0.dwg, 1:23:36 PM STOP recommend 5" of full depth asphalt or 4"/6" composite, or 6" concrete HORIZONTAL CONTROL PLAN add railing MATCHLINE SEE SHEET C3.1 C3.0
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