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Home My WebLink AboutLAKEVIEW SUBDIVISION - FDP - FDP130047 - PLANS - UTILITY PLANSDRAKE RD. S.LEMAY AVE. STOVER ST. BROOKWOOD DR. LAKESHORE DR. E. SWALLOW RD. COLUMBIA RD. PARKWOOD DR. OXFORD LN. EASTWOOD DR. STANFORD RD. CAMELOT DR. WILLIAMS LAKE NELSON RESERVOIR WOODWARD GOVENOR DRAKE RD. FOOTHILLS BASIN SPRING CREEK BASIN STREET LIKE PRIVATE DRIVE TYP. LOCAL RESIDENTIAL (53' ACCESS/UTILITY ESMT ) ZINNIA WAY, GERANIUM LANE, PEONY WAY& BLUEBONNET LANE 53' ACCESS/UTILITY ESMT 7' PARKING 7' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 15' {}30' -{}-{} 15' -{} 16' TRAVEL 2.25% 2.25% No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CS2 GENERAL AND CONSTRUCTION NOTES N.A. A. Boese NTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation ELEC ELEC CONTROL IRR WV WV H Y D H Y D CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CABLE VAULT CONTROL IRR T C C CT C T CONTROL C IRR S S S T T T T S S S S S S D F E S C T EAST DRAKE ROAD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ELEC ELEC WV WV H Y D H Y D CABLE VAULT CT C T C LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 �� LOT 104 LOT 105 LOT 106 S S �� 1, �� 1 �� #8730212901 �� EAST DRAKE ROAD 50' ACCESS & EMERGENCY ACCESS ESMT 30' UTIL ESMT EXISTING 15' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT GERANIUM LANE PEONY WAY BONNET LANE BLUEBONNET LANE TRACT C LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 CONTROL IRR T C C �� LOT 108 LOT 109 LOT 110 LOT 111 �� TRACT A EASTBOROUGH LOT 133 OWNER: CITY OF FORT COLLINS LOT 131 LOT 132 T T T T S S S S D F E S C T LOT 134 LOT 135 LOT 136 LOT 139 LOT 140 LOT 141 LOT 142 LOT 2 LOT 1 �� LOT 112 �� EXISTING 6' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT ZINNIA WAY BLUEBONNET LANE LOT 15 LOT 16 LOT 17 LOT 19 LOT 18 LOT 20 LOT 21 LOT 23 LOT 22 LOT 42 LOT 41 LOT 36 LOT 35 LOT 34 LOT 33 9' UTIL. 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SAN MH A STA 10+00.00 RIM 4963.6� INV. IN 4954.77 (N) INV. IN 4954.57 (W) INV. OUT 4954.57 (E) 302.43 LF 8" PVC @ 0.45% SAN MH A1 STA 13+02.43 RIM 4963.9� INV. IN 4956.53 (W) INV. OUT 4956.13 (S) SAN MH A3 STA 16+04.97 RIM 4967.7� INV. IN 4958.15 (NE) INV. IN 4958.15 (W) INV. OUT 4957.94 (SE) 48.97 LF 8" PVC @ 0.40% SAN MH A4 STA 16+53.93 RIM 4968.3� INV. IN 4958.55 (N) INV. OUT 4958.35 (SW) 236.38 LF 8" PVC @ 0.40% SAN MH A5 STA 18+90.32 RIM 4969.6� INV. IN 4959.70 (N) INV. OUT 4959.50 (S) 237.21 LF 8" PVC @ 0.40% SAN MH A6 STA 21+27.53 RIM 4971.1� INV. IN 4960.85 (NW) 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 11+50 11+00 10+00 9+50 SAN MH A3-1 STA 12+16.52 RIM 4970.0� INV. IN 4959.22 (W) INV. IN 4959.22 (N) INV. OUT 4959.02 (E) 82.94 LF 8" PVC @ 0.50% SAN MH A3-1A STA 10+82.94 RIM 4971.6� INV. OUT 4959.63 (E) CABLE VAULT EAST DRAKE ROAD SAN MH A8 STA 24+67.10 N: 118101.23 E: 200864.06 SAN MH A3-3 285.71 LF 8" PVC @ 0.40% PEONY WAY 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53.00' ACCESS & UTIL. ESMT. 30.00' {}-{} LOT 5 LOT 28 LOT 27 LOT 29 SAN MH A7 STA 21+81.39 N: 118193.80 E: 201134.36 ??? LOT 25 LOT 26 ??? LOT 2 LOT 3 LOT 4 36.53 LF 24" HDPE @ 0.50% CONTROL IRR S PRIVATE ACCESS DRIVE ZINNIA WAY LOT 22 ??? TRACT B LOT 131 �� LOT 132 INLET 1-1 STA 10+36.53 N: 117490.59 E: 200786.17 FES 1 STA 10+00.00 N: 117483.56 E: 200822.01 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 11+00 10+00 INLET 1-1 STA 10+36.53 RIM 4969.3� INV. OUT 4962.32 (E) FES 1 STA 10+00.00 RIM 4964.4� INV. IN 4962.14 (W) 36.53 LF 24" HDPE @ 0.50% PRIVATE STORM SEWER T C T T TRACT B TRACT A ELEC ELEC WV WV H Y D H Y D CABLE VAULT CT C T C S EAST DRAKE ROAD LOT 106 OWNER: LEWIS, ANDREW/ S JUANETTE ELDORADO SPRINGS SECOND FILING LOT 105 OWNER: BACKES, KARI K LOT 104 OWNER: RICHARDSON, DONALD L/ MARILYN J LOT 6 OWNER: MT. VERNON INVESTMENT GROUP LLC SILVERWOOD VILLAGE SECOND FILING LOT 8 OWNER: KENNING, MARK R/ DIANE L LOT 9 OWNER: BEANER, ROGER W/ JOANN E LOT 10 OWNER: PELKEY, SCOTT HOWE, CHARLES GERANIUM LANE PEONY WAY FEATHERGRASS DRIVE 53' A, EA D & U ESMT. 9' UTIL. ESMT. 9' UTIL. ESMT. CONTROL IRR T C C T T T T S S S S D F E S C T FEATHERGRASS DRIVE LOT 133 OWNER: ROSCHKE FAMILY TRUST LOT 132 OWNER: KLINEDINST, NICHOLAS J/TARA C EASTBOROUGH LOT 131 OWNER: JORISSEN, DAVID W WILBUR, WENDY P TRACT A OWNER: CITY OF FORT COLLINS LOT 111 OWNER: HOLMES, RICHARD L/ SHARON M LOT 110 OWNER: VANDER WILT, DOUGLAS W/ LOIS K LOT 109 OWNER: DU CHATEAU, PAUL C/SARA J LOT 108 OWNER: GRIDER, DAN A, THE WILD ROSE REVOCABLE TRUST ZINNIA WAY 53' A, EA D & U ESMT. 9' UTIL. ESMT. 9' UTIL. ESMT. 53' A, EA D & U ESMT. CT C T SILVERWOOD VILLAGE FG=73.99 TF=74.66 A LOT 8 FG=74.81 TF=75.48 A LOT 7 9' UTIL. ESMT. C FG=72.68 TF=73.35 A LOT 12 FG=72.98 TF=73.65 A LOT 11 FG=73.28 TF=73.95 A LOT 10 FG=73.57 TF=74.24 A LOT 9 C FG=71.34 TF=72.01 A LOT 16 FG=71.73 TF=72.40 A LOT 15 FG=72.08 TF=72.75 A LOT 14 FG=72.38 TF=73.05 A LOT 13 C FG=70.32 TF=70.99 LOT 17 R18' FG=71.34 TF=72.01 A LOT 16 No. Revisions: By: Date: REVIEWED BY: CONTROL IRR T C �� TRACT A EASTBOROUGH LOT 133 OWNER: CITY OF FORT COLLINS LOT 131 LOT 132 T T LOT 19 LOT 18 LOT 23 LOT 22 LOT 21 LOT 20 TRACT B FEATHERGRASS DRIVE LOT 17 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 10+00 11+00 12+00 13+00 14+00 14+25 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 10+00 11+00 12+00 13+00 14+00 14+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 10+00 11+00 12+00 13+00 13+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25 CONTROL IRR T C �� TRACT A EASTBOROUGH LOT 133 OWNER: CITY OF FORT COLLINS LOT 131 LOT 132 4955 4960 4965 4970 4975 4980 4985 4990 4955 4960 4965 4970 4975 4980 4985 4990 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 12' CROSSPAN Δ ZINNIA WAY 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 30.00' {}-{} BLUEBONNET LANE LOT 17 LOT 19 LOT 18 LOT 23 LOT 22 LOT 21 LOT 20 LOT 42 LOT 41 LOT 36 LOT 35 LOT 34 LOT 33 Δ Δ Δ 23' LOT 16 SEE SHEET R2 53.00' A, EA, D & U ESMT. ∆ GERANIUM LANE 53.00' A, EA, D & U ESMT. 30.00' {}-{} 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT PEONY WAY LOT 27 LOT 28 LOT 8 LOT 7 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 15 LOT 32 LOT 31 LOT 30 LOT 29 LOT 33 Δ 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 13+50 13+00 12+00 11+00 10+00 WV H Y D CABLE VAULT ∆ PEONY WAY 4.5' WALK 9' UTILITY EASEMENT 4.5' WALK 9' UTILITY EASEMENT 53.00' A, EA, D & U ESMT. 30.00' {}-{} LOT 24 LOT 25 LOT 26 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 27 LOT 28 WV H Y D �� #8730212901 BLUEBONNET LANE 53.00' A, EA, D & U ESMT. 30.00' {}-{} 4.5' WALK 9' UTILITY EASEMENT 4.5' WALK 9' UTILITY EASEMENT ZINNIA WAY LOT 40 LOT 37 LOT 42 LOT 41 LOT 35 LOT 36 Δ Δ �� 1, �� 1 �� #8730212901 TRACT C LOT 40 23' BLUEBONNET LANE 30.00' {}-{} ZINNIA WAY LOT 23 LOT 22 LOT 42 53.00' ACCESS & UTIL. ESMT. 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 30.00' {}-{} BLUEBONNET LANE 53' ACCESS & UTIL. ESMT. 30' {}-{} 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT LOT 22 LOT 21 LOT 20 LOT 42 LOT 35 53.00' ACCESS & UTIL. ESMT. ZINNIA WAY PEONY WAY 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY 4.5' SIDEWALK EASEMENT LOT 24 LOT 1 LOT 2 1 INTERSECTION DETAIL R3 2 INTERSECTION DETAIL R3 4 INTERSECTION DETAIL R3 3 INTERSECTION DETAIL R3 KEYMAP NTS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: ELEC WV WV H Y D H Y D CABLE VAULT CONTROL IRR T C C CT C T C S S T T T T F E S B2 4.70 ac EXISTING CHURCH BUILDING B1 2.84 ac B3-2 6.18 ac B3-1 2.85 ac OS1 0.52 ac B3-3 1.96 ac LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 2 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 ELEC WV H Y D H Y D CABLE VAULT CONTROL IRR T C C CT C T C LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 �� LOT 104 LOT 105 LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 �� TRACT A EASTBOROUGH OWNER: CITY OF FORT COLLINS LOT 133 LOT 131 LOT 132 S T T T T F E S �� 1, �� 1 �� #8730212901 LOT 134 LOT 112 �� SF SF SF SF SF 2:1 MAX. FLOW TRANSITION EXISTING POND INTO SEDIMENT TRAP 2:1 MAX. 2:1 MAX. 2:1 MAX. 4' MIN. 8' MIN. 1' MIN. 1' MIN. 16' 8' B B 2:1 MAX. 2:1 MAX. A A SECTION A-A PLAN VIEW SECTION B-B CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N/A No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: SPACE POSTS PER MANUFACTURES RECOMMENDATIONS City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N/A No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EC3 EROSION CONTROL DETAILS A. Boese A. Boese 1"=50' No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D1 UTILITY DETAILS A. Boese R. Banning NTS NOT TO SCALE 100 D1 BEDDING REQUIREMENTS STANDARD MANHOLE ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D2 UTILITY DETAILS A. Boese R. Banning NTS Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D3 DRAINAGE DETAILS A. Boese R. Banning NTS NOT TO SCALE 200 D3 STORMWATER BEDDING REQUIREMENTS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL 4.5' SIDEWALK 5.0% 0.5% 0.7% 12' PAN 8' ACCESS DRIVE 8.3% 8.3% (MAX) 8.3% (MAX) 2.0% 8' ACCESS DRIVE 2.0% No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D4 DRAINAGE DETAILS A. Boese R. Banning NTS Date Date Date Date Date Date No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D5 ROADWAY DETAILS A. Boese R. Banning NTS Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 301 D6 SIDEWALK DETAIL NOT TO SCALE 302 D6 TRUNCATED DOME WARNING FOR ACCESS RAMPS NOT TO SCALE 303 D6 TRENCH DETAIL 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) HIGH (HP) POINT 7 TO 9 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR (MINIMUM) 2% SLOPE (MINIMUM) 1% OR 2% SLOPE CURB FLOW LINE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) HIGH (HP) POINT 1% SLOPE OR (MINIMUM) 2% 1% SLOPE OR (MINIMUM) 2% BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) HIGH (HP) POINT 3 TO 5 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR SLOPE (MINIMUM) 2% (MINIMUM) 1% OR 2% SLOPE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) (MINIMUM) 1% OR 2% HIGH (HP) POINT (MINIMUM) 1% OR 2% SLOPE SLOPE BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) WINDOW WELL HIGH (HP) POINT DROP 6" VERT. DROP 6" VERT. (MINIMUM) (MINIMUM) OF LOT MIDPOINT CURB FLOW LINE R.O.W. LOW OF SIDE LOT (2% MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL HIGH (HP) POINT MIDPOINT OF LOT CURB FLOW LINE R.O.W. (MINIMUM) LOW OF SIDE LOT HIGH POINT (MINIMUM) (MINIMUM) R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL 1% SLOPE OR 2% 1% SLOPE OR 2% 1% SLOPE OR 2% 2% (MINIMUM) SLOPE (MINIMUM) 2% SLOPE MIDPOINT OF LOT BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF (1% MINIMUM) OR 2% (MINIMUM) STREET (HP) WINDOW WELL SLOPE 1% OR 2% SLOPE "X" (MINIMUM) 2% SLOPE OF LOT MIDPOINT DROP 6" VERT. (MINIMUM) 2% SLOPE (MINIMUM) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D7 GRADING DETAILS A. Boese R. Banning NTS Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R DETACHED SIDEWALK A VERT. CURB & GUTTER 1.4% MIN. F SLOPE FG=PHP+0.5' (MIN) TF=FG+0.7' (MIN) 10.00 ROW HFC 8.50 LFC 13.8 HRC 12.3 LRC DETACHED SIDEWALK B VERT. CURB & GUTTER 2% MIN. F SLOPE ASSUMED BUILDING FOOTPRINT 10.00 ROW HFC LFC 8.5 9.5 HRC 8.0 LRC DETACHED SIDEWALK G VERT. CURB & GUTTER BUILDING SETBACK 2% MIN. F SLOPE 2% MIN. 10.0 ROW HFC 8.5 LFC 1.5 HRC 0.0 LRC OR W 12.3 PHP 10' PHP LOCATION VARIES 11.3 HP 1 9.8 HP 2 2% MIN. 2% MIN. d 11.3 HP 1 9.8 d HP2 3.0 GB1 1.5 GB2 2% MIN. 2% MIN. 2% MIN. 4:1 MAX FG=HP+0.02(d-10) +0.5' (MIN) TF=FG+0.7' (MIN) ELEVATION DIFFERENCE VARIES 4:1 MAX 2% MIN. 2% MIN. 1.4% MIN. FG=HP+0.02(d-10) 1 +0.5' (MIN) TF=FG+0.7' (MIN) 1 ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 1.4% MIN. ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 1.4% MIN. 1.4% MIN. 1.4% MIN. 2% MIN. 1.GRADING AND TOP OF FOUNDATION (TF) ELEVATIONS OF ALL LOTS ARE BASED ON THE INDICATED SETBACKS AND BUILDING ENVELOPE. ANY VARIATION FROM THESE PARAMETERS WILL AFFECT THE PRESCRIBED DESIGN ELEVATIONS. IT SHALL BE THE RESPONSIBILITY OF THE HOME BUILDER TO ENSURE ALL GRADING REQUIREMENTS ARE MAINTAINED WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED. 2.INDIVIDUAL LOT GRADING/DRAINAGE SHALL BE INDICATED ON THE "SITE PLAN" (AKA, PLOT PLAN) SPECIFIC TO EACH LOT. THE HOME BUILDER'S ENGINEER MAY INCORPORATE MINOR ADJUSTMENTS TO ENSURE PROTECTIVE GRADING AND MINIMUM SLOPES WORK WITH THE PROPOSED FOOTPRINT. ALL LOT CORNER ELEVATIONS, AND ANY LOT LINE HIGH POINTS/GRADE BREAKS SHOWN HEREIN, SHALL REMAIN AS INDICATED UNLESS BUILDER'S ENGINEER CAN CERTIFY THAT OVERALL HFC=HIGH FRONT LOT CORNERHPx=HIGH POINT LFC=LOW FRONT LOT CORNERGBx=GRADE BREAK HRC=HIGH REAR LOT CORNERFG=FINISHED GRADE LRC=LOW REAR LOT CORNERAT BUILDING FOOTPRINT PHP=PROTECTIVE HIGH POINTTF=TOP OF FOUNDATION ELEVATION LOT GRADING NOTES LEGEND 2% MIN. 2% MIN. 2% MIN. 504 D7 TYPICAL LOT GRADING I:\StmWtr\Criteria Manual\D51.dwg 4/7/11 PLAN VIEW ISOMETRIC VIEW STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D50.dwg TYPE "G" (GARDEN LEVEL) LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-50 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES I:\StmWtr\Criteria Manual\D48.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D48.dwg TYPE "B" LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-48 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES GRADING PLAN DETAIL D-47 NOT TO SCALE 500 D7 TYPE "A" LOT GRADING PLAN NOT TO SCALE 501 D7 TYPE "B" LOT GRADING PLAN NOT TO SCALE 502 D7 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 503 D7 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN 6' UTIL. EASEMENT 0.50% 2.00% 2.00% 9' UTIL EASEMENT OVERLOT TEMPLATE "A" LOT VARIES LOT LINE BACK 2.00% 9' UTIL EASEMENT FLOWLINE ROW 6' UTIL. EASEMENT 2.00% 2.00% 6' UTIL. EASEMENT 2.00% 9' UTIL EASEMENT OVERLOT GRADING NOTES: 1. OVERLOT GRADING WILL UTILIZE FINISHED FRONT AND BACK LOT CORNERS AS SHOWN ON THESE GRADING PLANS. INTERIOR FINISHED LOT GRADES SHOWN ON THESE PLANS ARE EXPECTED TO BE ACHIEVED UTILIZING MATERIAL FROM THE BASEMENT EXCAVATIONS; THEREFORE, ONLY THE LOT CORNER ELEVATIONS NEED TO BE ESTABLISHED PRIOR TO ISSUANCE OF BUILDING PERMITS. INTERIOR AND SIDE LOT ELEVATIONS WILL NOT BE ACHIEVED UNTIL THE HOME IS CONSTRUCTED. INDIVIDUAL LOT GRADING CERTIFICATIONS WILL VERIFY ALL PERTINENT ELEVATIONS AFTER THE HOME HAS BEEN CONSTRUCTED. 2. THESE OVERLOT TEMPLATES DO NOT GUARANTEE AN EARTHWORK BALANCE. IMPORT AND/OR EXPORT MAY BE REQUIRED. THE INTENT OF THESE OVERLOT TEMPLATES IS TO PROVIDE GENERAL GUIDANCE FOR OVERLOT GRADING. THESE TEMPLATES MAY NOT APPLY TO ALL LOTS. FIELD CHANGES CAN BE MADE SO LONG AS LOT CORNERS AND DRAINAGE PATTERNS REMAIN PER PLAN. 3. TYPICAL OVERLOT GRADING SHALL BE AT THE DEVELOPER'S DISCRETION. THE TYPE OF FOUNDATION SHOULD BE CONSIDERED WHEN DETERMINING OVERLOT EXTENTS. TEMPLATES SHOWN ARE SUGGESTED GRADING. CONTRACTOR/DEVELOPER MAY ADJUST AS NECESSARY TO BALANCE GRADING. LOT CORNER ELEVATIONS AS SHOWN ON THESE PLANS MAY NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE CITY AND ENGINEER. BACK FINISHED LOT CORNER 4:1 MAX. FRONT FINISHED LOT CORNER FLOWLINE ROW FRONT FINISHED LOT CORNER BACK FINISHED LOT CORNER 4:1 MAX. FLOWLINE ROW VARIES (SEE PLANS) BACK FINISHED LOT CORNER LOT LINE BACK LOT LINE BACK FRONT FINISHED LOT CORNER OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL POST BUILDING PERMIT PRE-BUILDING PERMIT POST BUILDING PERMIT PRE-BUILDING PERMIT NOT TO SCALE 505 D7 TYPICAL OVERLOT GRADING 4:1 MAX. 0.5% MAX. LOT GRADING RECOMMENDATIONS: HOME BUILDERS ARE STRONGLY ENCOURAGED TO FOLLOW THE "SITE GRADING AND DRAINAGE GUIDELINES" AS SPECIFIED IN THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HANDBOOK NO. 4145.1 REV-2, APPENDIX 8. THOSE RECOMMENDATIONS INCLUDE, BUT ARE NOT LIMITED TO: A.ALL UNPAVED LOT AREAS, EXCEPT THOSE PRESERVED IN AN APPROPRIATE NATURAL CONDITION, SHOULD BE FINE GRADED TO PROVIDE SMOOTH EVEN SURFACES CONFORMING TO THE ELEVATIONS NOTED BELOW. ALL VISIBLE ROCK AND DEBRIS SHOULD BE REMOVED PRIOR TO FINE GRADING. 1.PROVIDE MINIMUM FALL OF 6 INCHES AWAY FROM STRUCTURE IN 10 FEET (5% GRADIENT), EXCEPT AS RESTRICTED BY SIDE LOT LINES OR OTHER MAJOR CONSIDERATIONS. THE HORIZONTAL LENGTH OF SUCH SLOPES MAY BE REDUCED AS NECESSARY AT BUILDING CORNERS AND SIDE YARDS. 2.PROVIDE AT LEAST 6 INCHES IN 25 FEET (2% GRADIENT) IN ALL OTHER UNPAVED AREAS. B.DRAINAGE SWALES OR VALLEYS FORMED BY INTERSECTING SLOPES SHOULD HAVE ADEQUATE DEPTH, WIDTH AND LONGITUDINAL GRADIENT TO CARRY AWAY THE MAXIMUM PREDICTABLE VOLUME OF STORM WATER RUNOFF. 1.GRADIENTS OF UNPAVED SWALES SHOULD NOT BE LESS THAN THAT REQUIRED FOR OTHER UNPAVED AREAS. 2.SURFACE EROSION PROTECTION SHOULD BE IN PLACE TO PREVENT ACCUMULATION OF WATER IN CRITICAL DRAINAGE SWALES. C.ROOF DRAINAGE SHOULD DISCHARGE AT LEAST 5 FEET AWAY FROM BUILDING WALLS WHEN EXPANSIVE, COLLAPSIBLE OR ERODIBLE SOILS ARE PRESENT. D.FOR ACCESS AROUND BUILDINGS AND FOR MAINTENANCE OF BUILDING AND LOT IMPROVEMENTS, PROVIDE AN AREA GENERALLY AT LEAST 4 FEET WIDE WITH A GRADIENT AWAY FROM THE BUILDING NO STEEPER THAN 1 IN 10 (10% GRADIENT). E.GRADIENT OF WALKS SHALL NOT BE STEEPER THAN 1 IN 20 (5%) IN AREAS SUBJECT TO FREQUENT FREEZING OR 1 IN 10 (10%) IN OTHER AREAS. F.LONGITUDINAL GRADIENT OF DRIVEWAYS SHOULD NOT BE LESS THAN ONE PERCENT NOR STEEPER THAN PERMITTED FOR WALKS IF DRIVEWAY IS ALSO USED AS A REQUIRED WALK. IF USED ONLY AS A DRIVEWAY, NO LESS THAN ONE PERCENT (1%) AND NO STEEPER THAN 1 IN 7 (14%), EXCEPT THAT IN AREAS OF HEAVY SNOW FALL OR ICE BUILDUP, LONGITUDINAL GRADIENT SHOULD NOT BE STEEPER THAN 7%. CROWN, OR CROSS PLAN VIEW 1/2[LOT WIDTH - (2 x SWALE TURN RADIUS) - (LOT WIDTH x STREET GRADIENT / SWALE GRADIENT)] NOTE: "X "= STORMWATER CONSTRUCTION DETAILS CITY OF FORT COLLINS UTILITIES NOT TO SCALE OR PER SHEET G3 (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 304 D6 RESIDENTIAL LOCAL STREET ACCESS RAMPS F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606(a) URBAN AREA LARIMER COUNTY RESIDENTIAL LOCAL STREET ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY Area to be landscaped Conc. Sidewalk N��: 1. S�� . 2. T�� : I�� . T�� "C�� I� T�� W�� P��" �� C�� E��, �� . T�� , �� . S�� . 3. E�� . 4. R�� 1606 �� L�� C�� . 5. C�� . P L 0.5' 6.0' 4.5' Trucated Dome Warning Panel Section A-A NTS 0.5' Gutter 1:20 Slope 1:12 MAX Slope Varies panels: R20.0' R15.0' 12.0' 4.5' Full height Curb 12.0' PLAN VIEW NTS PT Curb 4.5' A 0" Curb Ramp Area Landscaped Flare Gutter 1-2'x2' 1-2'x2.5' Ramp Ramp R19.5' PL A Conc. Sidewalk PL Conc. Flare Flowline 0.5' 4.5' 6.0' Detection Plan Locations Truncated Dome Warning Truncated dome 1.5' 1.5' 6" Curb 0" Curb 6" Curb Flare 2'-0" 4'-6" 2'-6" 2'-0" Curb Curb or Apron Flow line Curb and Gutter 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Flare & Back of Walk PT of Walk Truncated dome warning detection PT of curb return BOC- Back of curb - Property Line PT - Point of Tangency P L LEGEND: Varies 6" Panels Panels No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� D6 ROADWAY DETAILS A. Boese R. Banning NTS UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 300 D5 CURB AND GUTTER CURB AND GUTTER / SIDEWALK 301 D5 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" VERTICAL Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45� from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOT TO SCALE 304 D5 SIGN POST Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material � � 2. For driveway design requirements, see��. ��. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 305 STANDARD SIDEWALK D5 APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 STREET INTERSECTION GUTTER DETAIL WITH CROSS PAN 12/22/00 D-14 NBJ GENERAL NOTES: PLAN VIEW 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS. CONTROL JOINTS 1/2 IN. EXPANSION JOINT CENTRAL JOINTS FLOW LINE CONTROL JOINTS CONTROL JOINT REQUIRES FOR PANS OVER 40 FT RAD. RAD. ROADWAY WIDTH A A 4 FT. WALK 4 FT. WALK JOINTS CONTROL FLOW LINE 1/2 IN. EXPANSION JOINT PLAN VIEW JOINTS CENTRAL JOINT 1/2 IN. EXPANSION RAD. FLOW LINE A 1/2 IN. EXPANSION JOINT FLOW LINE CONTROL ROADWAY WIDTH FOR PANS OVER 40 FT CONTROL JOINT REQUIRES CONTROL JOINTS WALK A JOINTS WALK RAD. JOINTS CONTROL 3 FT. 3 FT. SECTION A-A 3 FT. 3 FT. 3 FT. 6 FT. 6 5/8 IN. 3 FT. 3 FT. 5/8 IN. 6 IN. X 6 IN.-10/10 wwf 6 IN. VERTICAL CURB, GUTTER AND SIDEWALK DRIVE-OVER CURB, GUTTER AND SIDEWALK THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. NOT TO SCALE 302 CROSSPAN DETAIL D5 NOT TO SCALE 303 CROSSPAN PAVING DETAIL D5 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 3' 12" 4 1/2" MOUNTABLE Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 6" 6" 12" 1 1/2"R. 4" BARRIER GROUND 8" APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C C A A B B CONTROL PLATE Ls 6" 3'-6" Ws 6" 6" VARIES VARIES Ws/2 Ws/2 OUTLET CENTERLINE PIPE OF 2" LIP (TYP.) SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 6" Wo Wo Wo Wp (Wo+6") 4" (TYP.) TABLE 3" (TYP.) 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE STAINLESS STEEL ANCHOR BOLT (TYP.) 1' (MAX.) INTO CONCRETE SIDES STEEL CHANNEL FORMED 3/8"x1" FLAT BAR HOLDING FRAME INTERMITTANT WELDS ON TOP AND SIDES STAINLESS STEEL ANCHOR BOLTS OR 51"x51" GRATING (3/8" ROUND OR TWISTED CROSS BARS AT 3" O.C., WELDED TO 1"x3/8" BEARING BARS AT 2 1/2" O.C.) 3/8" ROUND OR TWISTED CROSS BAR BAR 1"x3/BEARING 8" PLAN 4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 5. 4% 4% CLR. 3" BAR #4 HOOP F LAP 12" #4@12" O.C. O.C. #4@12" CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 1. 2. 3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. HAVE A MINIMUM 2" CLEARANCE. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL #4 DIAGONAL (TYP.) SECTION E-E HOLE (TYP.), SEE D D ELEV. A (POND INV.) ELEV. B (WQCU ELEV) ELEV. C (B. WALL TOP) SPILL ELEV. WQ HOLE DIA. # OF COLUMNS # OF ROWS SECTION LINE A-A (ARROWS A A POINT IN DIRECTION SECTION OPP. OPPOSITE CLR. CLEARANCE ABBREVIATIONS MINIMUM MAXIMUM ON CENTER DIAMETER TYPICAL WIDTH OF CONCRETE OPENING WIDTH OF PLATE NUMBER @ AT # Wp Wo TYP. DIA. O.C. MAX. LEGEND WATER QUALITY (WQ) WQ WATER QUALITY D WQ INV. INVERT ELEV. ELEVATION 6" Ls (STRUC. LENGTH) Ws (STRUC. WIDTH) Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo (CONC. OPENING) (12" MIN.) STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK EQUAL) FILTER STAINLESS NO. 93 (U.S. WELL SCREEN STEEL OR INVERT OF PLATE HOLES TO BE AT BOTTOM ROW OF 3/8"x6" THREADED BOLT TO FASTEN GRATE DOWN GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. FLOW TO COVER OPENING (FASTEN WITH 3/8"x6" TREADED 1/4" METAL BOLTS) PLATE TO GRATE, WITH (TYP. OPP. SIDE) 1/4" PLATE, WELDED NOT TO SCALE 206 WATER QUALITY OUTLET STRUCTURE D4 NOT TO SCALE 207 POND ACCESS/ RUNDOWN CULVERT DETAIL D4 SECTION C-C #4@#4@12" 12" #4@18" #4@12" 2'-6" #4L@12" #4@12" PLATE FLOW CONTROL 4" CLR. 3" 3" CLR. 3" CLR. TO 3/8"FASTEN x6" THREADED GRATE DOWN BOLT D 1 4 3 1/2" x1 1/2" KEY OUTLET PIPE ELEV. D ELEV. A ELEV. C WQ SPILL ELEV. CONCRETE CONCRETE DOWEL PAD PER WITH PAD PLAN USE OF ORIFICE 100-YEAR OUTLET PLATE 6" (NOTE 5) TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TO GRATE, WITH GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED PLAN VIEW SECTION A-A SECTION B-B 1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK THICK WALL ON EACH SIDE) CONTINUED INTO THE SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN. THE STEEL PLATE SHALL BE PLACED ON THE CURB AND GUTTER. 2:1 SLOPE GENERAL NOTES: 6 IN. 3 IN. 2 7/8 IN. SEE DETAIL "A" B 1/2 IN. F A STEEL PLATE (AASHTO M-111) 5/RAISED 8 IN. PATTEREN X 2 FT. 6 NON-IN. X SKID 4 FT. GALV. 0 IN. A 6 IN. W/ 3/8 COUNTERSUNK IN. BRASS SCREW-HEAD 18 FLUSH IN. O.C. ANCHOR-18 IN. O.C. NO. 3 REBAR 1 IN. 6 IN. 3x2x3/8 IN. GALVANIZED ANGLE 3 FT. 0 IN. 5/8 IN. GALVANIZED PLATE 1/4 IN. 2 FT. 0 IN. 3 IN. W/ PLATE 3 IN. 2:1 SLOPE 5 3/4 IN. 4 IN. SLOPE PLATE TO MATCH x x x FLOWLINE (AS SHOWN ON PLANS) 4 FT. 0 IN. x SIDEWALK B 6 IN. FRONT EDGE PLACE FIRST SCREW MIN. SECTION 10 FT. 0 IN. x x x x x x x x x x x x x x x OF PLATE DETAIL "A" 1/2 IN. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12/18/00 D-11 METAL CULVERT FOR DRIVE-OVER CURB, GUTTER AND SIDEWALK 4% 4% CLR. 3" F 4"X4" ANGLE IRON (TYP.) SECTION D-D ORIFICE (TYP.) ALL METAL HARDWARE SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. TRASH RACKS AND ORIFICE PLATES SHALL BE ALUMINUM WELDED MIN. 1/2" HANDLE MATCH CONCRETE TAPER PLATE TO BOTTOM 6. ANGLE IRON AND Z BRACKET SHALL BE INSTALLED WITH {}" GAP BETWEEN PLATE TO ALLOW PLATE TO SLIDE FOR REMOVAL. LOCKABLE STRAP HINGE 2-3/8"x3" BOLTS (TYP.) E E 4960.70 ELEV. D (F. WALL TOP) MICRO POOL DEPTH 2.5' 4963.70 4962.63 4964.45 4967.70 1.93' ELEV. B ELEV. D ORIFICE DIAMETER 7.1" 12" 4.0' 4.0' 1.19" 6 1 10/10 WIRE MESH ELEV. B 12" UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 204 TYPE-R INLET D3 6" VARIES (2' MIN.) 1' (MIN.) 1' (MIN.) 1 1/2" DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12-25-00 D-20B CONCRETE TRICKLE PAN NOT TO SCALE 201 D3 CONCRETE TRICKLE PAN NOT TO SCALE 202 D3 DRY WELL DETAIL A B� C PART # GRATE OPTIONS 8" 90� 4 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 10" 90� 4 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 12" 60� 6 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 60� 6 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 18" 45� 8 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 24" 45� 8 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 30" 36� 10 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N/A A - BASIN SIZE B� - ANGLE BETWEEN MANHOLES, C - NUMBER OF HOLES 4" MIN ON 8" - 24" 6" MIN ON 30" A A DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 2-14-06 DRAWN BY EBC 2-14-06 CJA 1:40 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 5' DEPTH TO INVERT USE CAP REDUCER AND DOME GRATE 1 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING. 3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NYLOPLAST DRAIN BASIN:28 _ _ AG _ _X B� C 2" MIN � .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 2 THE BACKFILL MATERIAL SHALL BE WASHED ROCK MIN 3 4" TO 4" OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS ASTM #2 W/ 35% VOIDS. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. FILL TOP OF DRAIN BASIN (ABOVE GRATE) WITH 1 1 2" WASHED ROCK. TOP WITH GEOTEXTILE FABRIC. TOP WITH 6" OF 3 8" WASHED CHIP LEAVE BOTTOM OPEN COBBLE MULCH (3"-6" CLEAN RIVER ROCK) 5' EACH WAY 5' MIN. 5' MIN. WIDTH WIDTH GEO-TEXTILE FABRIC UNGER COBBLES D D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER. DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN CAP REDUCER & DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 6-2-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 6-2-06 CJA 2.00" MIN � .375" BASIN SHOULD BE PERFORATED WITH 8 HOLES PER ROW (1 EVERY 45�) HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 24" X 12" CAP REDUCER TOP VIEW 12" DOME GRATE (1299CGD) 24" DRAIN BASIN BODY WITHOUT BOTTOM CAP D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T 6" 8' 4' 4' 2" 8' CONCRETE PAN/VEHICLE ACCESS DETAIL GRATED INLET COVER MAX 1" SLOTS FILL WITH 1 1 2 " WASHED ROCK FILL CAP REDUCER W/ MIN 6" OF 3 8" WASHED CHIP GEOTEXTILE FABRIC BIORETENTION MEDIA DETAIL 4" BIORETENTION MEDIA 60% SAND 40% TOPSOIL GEOTEXTILE FABRIC 6" THICK ASTM #2 COMPACTED WASHED-ROCK NATIVE SOIL NOT TO SCALE 203 D3 POND ACCESS/ PAN RUNDOWN NOTE: ALL DRY WELL GRATES SHALL BE SURROUNDED WITH 5' COBBLE MULCH (SEE DETAIL THIS SHEET). BIORETENTION MEDIA SHALL BE INSTALLED FROM 5' TO 20' EACH WAY 409 8" %SECTION A-A INLET WITH DROP BOX~H>6'% SECTION A-A REGULAR INLET TYPICAL PLAN VIEW 413 411 412 403 502 502 504 409 L=15' H > 6' D D L=10' 413 403 411 412 410 406 403 401 405 407 9" O.C. 403 503 502 601 2" CLR. 3" CLR. MIN. 0.5% SLOPE VARIABLE CONSTANT 5'-0" CONSTANT 32" 8" 12" 8" 18"TO STA.PT. L=10' TYPICAL AROUND 2" All 16'-8" L=15 H<6' 401 403 409 407 403 405 406 11'-8" L=5' L=10'or15'~H<6' L=6'~All H 8" 403 12" 6'-8" 11" O.C. 9" O.C. TYP. 6" O.C. x 6" O.C. 9" O.C. 3"CIR. 3"CIR. 2"CIR. MANHOLE CUT OFF OR BEND BARS 3" CLR. 601 401 407 401 403 405 406 403 401 409 601 503 409 STA.PT. 18" TO REQUIRED WHEN LENGTH IS GREATER THAN 10'. ADDITIONAL MANHOLE RING AND COVER L=10'-0" 11'-4" INLET IN 10' 3 RODS 409 503 8" INLET IN 15' 5 RODS L=15'-0" 16'-4" * CURB AND GUTTER HERE. MEET SHAPE OF NORMAL BARRIER 409 CURB ENDS OF 8 [ BEAM 3" CLR. FACE OF 3", EACH END OF FLOW DIRECTION 30" 30" 30" 30" GUTTER TRANSITION 3' INLET PAY LENGTH 3' IN 5' INLET ONE 1 " DIA. ROD TO 18" 30" 601 GUTTER TRANSITION FACE OF CURB O.C. 8" 36" 8" O.C. 5 " L=5'-0" 6'-4" B B A A AT THE SAME END OF THE INLET. AND OUTFLOW PIPE SHALL BE LOCATED NOTE: MANHOLE RING & COVER, STATION POINT TYPICAL END VIEW SECTION B-B INLET. 8" WING FL. 12" O.C. 408 403 401 9" 0.C. 11" O.C. 11" O.C. 9" O.C. 11" O.C. 9" O.C. 8" TYPICAL WALL 402 407 5 " O.C. 1 " R 2" R SLOPE=1"/FT. 7"� - FOR A 1'-0" PAN SLOPE 2" PER FT. 4" 6" 2'-0" 4'-4" 1 " SLOPE 2% TO GUTTER ,8"o.c. 501 409 5 " O.C. 2"CIR. 503 601 H > 3'-- 6" REQ'D.FOR ALL INLET STEPS 10" TO 14" 401 407 2" ALL AROUND 6" O.C. 6" O.C. 406 405 3" CLR. 3'-4" 11" O.C. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) 412 403 501 408 413 3-411 413 502 409 1 2 3" CLR. C C 403 STATION POINT 4 1 1 4 C C D D 3" CLR. 1 2 FOR LENGTH GREATER THEN 5 FT. PROVIDE ACCESS AT BOTH ENDS. 1 2 4 1 601 601 409 CUT REINFORCEMENT BAR ACCORDINGLY. 601 601 601 403 601 407 405 406 409 403 401 3" 3" TO CLEAR MANHOLE. 3" 6" O.C. x 6" O.C. 6" O.C. x 6" O.C. H<6' 3" CLASS 67 GRANULAR MATERIAL HAND BACK FILL WITH TAMPED IN 6" LIFTS. A 2" DIAMETER TEMPORARY HOLE FOR DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A MINIMUM THREE INCHES BELOW ROAD BASE. THE HOLE SHALL BE PLUGGED WITH CONCRETE BEFORE ACCEPTANCE OF THE INLET. CURB INLET TYPE R UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 101 D2 WATER MAIN BEDDING REQUIREMENTS STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION NOT TO SCALE 102 D2 103 D2 105 D2 TYPICAL WATER SERVICE BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES NOT TO SCALE 106 D2 STANDARD EXTERIOR SETTING FOR 3/4" & 1" WATER METERS ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. NOT TO SCALE 107 D2 VALVE ASSEMBLY BOX WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL AND IN TAMP 3" LAYERS OPERATING NUT BACKFILL IN 6" LAYERS AND TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. �� VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 PVC WATER MAIN TRACER WIRE DETAIL 30 4/11/11 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 NOT TO SCALE 104 D2 TRACER WIRE INSTALLATION GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 NOT TO SCALE 101 D1 SERVICE WYE DETAIL NOT TO SCALE 102 D1 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16" max. NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout REVISION NO: DATE: 08/07/00 STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS MANHOLE COVER URBAN AREA LARIMER COUNTY DRAWING 1201 3'-0" 2'-0" PVC Conduit 15'-0" NOTES: 1. Match location of sleeves on curb head. 2. Depth of sleeve shall be no less than 3'-0" below street grade. 3. Bundles of sleeves are permitted. 4. Sleeves shall be installed with "Pull Wires". � � Score concrete curb head with "X" to mark location of sleeves. SECTION A-A (MIN.) (MIN.) DETAIL Sidewalk Base Bundles of Conduits permitted (Schedule 40 min.) 1' Sleeve 1' REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION SLEEVE DRAWINGS LOCATIONS URBAN AREA LARIMER COUNTY DRAWING 1202 MANHOLE COVER DETAIL NOT TO SCALE 103 D1 CONDUIT DETAIL NOT TO SCALE 104 D1 VEHICLE CONTROL TRACKING PAD NOT TO SCALE MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE IP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC 003 EC3 004 EC3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA 007 EC3 SWALE WATTLE DIKE NOT TO SCALE ENTRENCH 3" POINT A SECTION A-A POINTS A MUST BE HIGHER THAN POINT B PLAN VIEW POINT B POINT A WATTLE POINT A FLOW POINT B POINT A WATTLE DIKE {DITCH INSTALLATION} A A THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. WD STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. STA %OR% OR (10" MIN. DIA.) 006 EC3 PORTABLE TYPE-3 BARRICADE NOT TO SCALE 005 EC3 ORANGE CONSTRUCTION FENCE DETAIL NOT TO SCALE 009 EC3 TEMP SLOPE DRAIN NOT TO SCALE 008 EC3 DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EC2 EROSION CONTROL DETAILS A. Boese A. Boese 1"=50' SILT FENCE WATTLE INSTALLATION NOT TO SCALE 000 EC2 001 EC2 NOT TO SCALE 002 EC2 EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL SF TOP BACK CURB STORM WATER LINE WEIGHTED WATTLE AT 45 DEG. TO CURB WATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE LIP OF GUTTER SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP NOT TO SCALE 003 EC2 FOREBAY DETAIL PROFILE SLOPE PER PLAN 2 x D 4" MIN. CONCRETE SLAB 3X1.5' DIA. WIDTH = 2 x D VOLUME (V) TRICKLE CHANNEL 0.2 - 0.5% SLOPE NOT TO SCALE PLAN NOT TO SCALE FOREBAY OUTLET NOTCH LIMITS OF 4" THICK CONCRETE SLAB "D" WALL HEIGHT (H) 2 x D 1-#3 REBAR TIE @ 3" CLEAR EACH WAY FROM TOP (CURB > 12") VERTICAL CURB (FOREBAY WALL) STANDARD W/ INCREASED BOULDER EXPOSED 6"-8" 1.5' BOULDERS 2 x D VERTICAL CURB /FOREBAY CONCRETE WALL & 1' INFALL GUTTER, 1" DROP 10/10 WIRE REMESH THROUGHOUT FOREBAY SCHEDULE FOREBAY NAME WALL HEIGHT (IN) MIN REQUIRED VOLUME (CU-FT) V-NOTCH RELEASE (CFS) V-NOTCH TOP WIDTH (IN) A (NORTH) 18 181 1.12 3.00 NOTES: B (WEST) 12 113 0.88 4.40 1.FIBER ROLLS TO BE STAKED AS REQUIRED. 2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED. {PLAN VIEW} {ISOMETRIC VIEW} DRIVEWAY DRIVEWAY STREET SIDEWALK SIDEWALK SEDIMENT TRAP NOT TO SCALE 004 EC2 FOREBAY MU MU MU MU MU MU TRACT C LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 23 LOT 22 LOT 21 LOT 42 LOT 41 LOT 40 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 TRACT A TRACT B LOT 39 LOT 38 ZINNIA WAY GERANIUM LANE BLUEBONNET LANE OUGH COURT FEATHERGRASS DRIVE FEATHERGRASS DRIVE DRAKE ROAD MU CF CF CF CF CF CF CF CF CF CF CF CF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FOREBAY VTC IP IP WD WD SF SF RS SF RS RS RS RS RS CWA SF SF SF SF TCB TCB TCB TCB TCB TCB TCB CF CF CF WD WD ST SF RS RS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF MU MU TRACK SLOPE & TACKIFY SOIL INSTALL SLOPE DRAIN IF GRADED BUT CONCRETE IS NOT IN PLACE SF WD NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. {15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. EROSION CONTROL NOTES: NOTE: ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EC1 EROSION CONTROL PLAN A. Boese A. Boese 1"=50' TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: PATEROS CREEK CONSTRUCTION PHASE MOBILI�ATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Rip Rap V�� Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Basin Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILI�ATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER PROPOSED INLET PROPOSED UNDERDRAIN UD BENCHMARK/BASIS OF BEARING BENCHMARK #1: City of Fort Collins Benchmark 18-92 Elevation= 4966.96 BENCHMARK #2: City of Fort Collins Benchmark 19-92 Elevation= 4975.21 Basis of Bearing The Basis of Bearings is the West line of the Northwest Quarter, Section 30, Township 7 North, Range 68 West of the 6th P.M. as bearing South 00�13'48" East (assumed bearing). WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SILT FENCE SF SF ROCK SOCK RS RIP RAP RR {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION OF OVERLOT GRADING. 5.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS1LBS/ACRE SLENDER WHEATGRASS2LBS/ACRE THICKSPIKE WHEATGRASS3LBS/ACRE WESTERN WHEATGRASS4LBS/ACRE TRITICALE10LBS/ACRE WINTER WHEAT5LBS/ACRE }6.REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR LAKEVIEW SUBDIVISION" BY NORTHERN ENGINEERING, DATED NOVEMBER 21{, 2013} FOR ADDITIONAL INFORMATION. GENERAL NOTES: WD MULCH TRAFFIC CONTROL BARRICADE TCB CONCRETE WASH AREA CWA MU SEDIMENT TRAP ST CONSTRUCTION FENCE CF CF CF LIMITS OF DISTURBANCE LOD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N/A Under slope stabilization rolled products. Reseeding may be required. LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 41 B2 OS1 EXTENDED DETENTION BASIN/ DETENTION POND 100-YR VOLUME: 4.39 AC-FT 100-YR WSEL: 4967.43 40-HOUR WQ RELEASE OS2 0.19 ac LOT 133 OWNER: ROSCHKE FAMILY TRUST LOT 132 OWNER: KLINEDINST, NICHOLAS J/TARA C EASTBOROUGH LOT 131 OWNER: JORISSEN, DAVID W WILBUR, WENDY P TRACT A OWNER: CITY OF FORT COLLINS LOT 111 OWNER: HOLMES, RICHARD L/ SHARON M LOT 110 OWNER: VANDER WILT, DOUGLAS W/ LOIS K LOT 109 OWNER: DU CHATEAU, PAUL C/SARA J LOT 108 OWNER: GRIDER, DAN A, THE WILD ROSE REVOCABLE TRUST LOT 106 OWNER: LEWIS, ANDREW/ S JUANETTE ELDORADO SPRINGS SECOND FILING LOT 105 OWNER: BACKES, KARI K LOT 104 OWNER: RICHARDSON, DONALD L/ MARILYN J LOT 6 OWNER: MT. VERNON INVESTMENT GROUP LLC LOT 7 OWNER: RAVENSCHLAG, RALPH W/ CHERYL E SILVERWOOD VILLAGE SECOND FILING LOT 8 OWNER: KENNING, MARK R/ DIANE L LOT 9 OWNER: BEANER, ROGER W/ JOANN E LOT 10 OWNER: PELKEY, SCOTT HOWE, CHARLES B3-1 B1 B3-3 OS2 OS1 LOT 112 OWNER: CALE, GARY S. SILVERWOOD VILLAGE FIRST FILING ELDORADO SPRINGS SECOND FILING LOT 6 LOT 5 LOT 4 LOT 3 CHRIST CENTER COMMUNITY CHURCH LOT 22 100' OVERFLOW No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� DR1 DRAINAGE EXHIBIT A. Boese A. Boese 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER NOTES: PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR REGENCY LAKEVIEW' BY NORTHERN ENGINEERING, DATED AUGUST 21, 2013 FOR ADDITIONAL INFORMATION. B2 1.45 ac Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BASIN B POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) POND INVERT 100-YEAR WATER SURFACE POND SPILL ELEV. BASIN B 4.39 4.69 4960.75 4967.43 4967.70 DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C2 C100 2-�� T� (��) 100-�� T� (��) Q10 (��) Q100 (��) B1 B1 2.84 0.53 0.66 17.0 14.1 2.62 12.57 B2 B2 4.70 0.80 1.00 11.5 6.5 7.87 43.80 B3-1 B3-1 2.85 0.63 0.79 11.8 9.3 3.77 18.12 B3-1 B3-2 6.18 0.58 0.73 14.9 13.4 6.81 31.08 B3-3 B3-3 1.96 0.28 0.34 13.4 12.7 1.07 4.75 OS1 OS1 0.52 0.22 0.28 9.3 9.0 0.27 1.2 OS2 OS2 0.19 0.15 0.19 7.1 7.0 0.13 0.32 DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R3 INTERESCTION DETAILS R. Banning A. Boese 1"=20' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER ST EXISTING WATERLINE W EXISTING SANITARY SEWER SS PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE X CXXX DETAIL NUMBER SHEET NUMBER 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBOC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR TOW - TOP OF WALL 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 1 R3 2 R3 3 R3 4 R3 Δ Δ SEE SHEET R1 ZINNIA WAY SEE SHEET R1 TRACT C LOT 38 LOT 39 4955 4960 4965 4970 4975 4980 4985 4990 4955 4960 4965 4970 4975 4980 4985 4990 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 KEYMAP NTS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R2 PEONY WAY&BLUEBONNET LANE ROADWAY PLAN & PROFILE R. Banning A. Boese 1"=40' CENTERLINE PEONY WAY SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED ACCESS & UTILITY EASEMENT NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.ALL TRAFFIC SIGNING SHALL COMPLY WITH MUTCD LATEST EDITION. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE NORTH CENTERLINE BLUEBONNET LANE SCALE : 1" = 40' (H) 1" = 5' (V) R2 R2 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL R1 R1 MATCH LINE SEE SHEET STA 10+00 R1 LINE MATCH STA 10+00 Δ Δ 23' LOT 6 LOT 5 KEYMAP NTS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R1 ZINNIA WAY&GERANIUM LANE ROADWAY PLAN & PROFILE R. Banning A. Boese 1"=40' CENTERLINE ZINNIA WAY SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED ACCESS & UTILITY EASEMENT NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.ALL TRAFFIC SIGNING SHALL COMPLY WITH MUTCD LATEST EDITION. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE NORTH LINE MATCH STA 5+00 LINE MATCH STA 5+00 LINE MATCH STA 10+00 R1 R1 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL MATCH LINE SEE SHEET STA 10+00 R2 R2 R2 T T LOT 19 LOT 18 LOT 23 LOT 22 LOT 21 LOT 20 TRACT B FEATHERGRASS DRIVE LOT 17 LINE TABLE CURVE DATA No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� WAL2 WALLS 3 & 4 WALL PLAN AND PROFILES R. Banning A. Boese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 G1 WAL2 KEYMAP NTS FG TOE & TOP WALL 4 SCALE : 1" = 30' (H) 1" = 5' (V) FG TOE & TOP WALL 3 SCALE : 1" = 30' (H) 1" = 5' (V) { 7.WALL ALIGNMENTS ARE BOTTOM OF WALL.} LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION 4975 4980 10+00 11+00 12+00 13+00 13+25 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 10+00 11+00 11+25 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 10+00 11+00 11+25 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 10+00 11+00 11+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 10+00 11+00 11+25 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 10+00 11+00 11+25 LINE TABLE CURVE DATA No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� WAL1 WALLS 1, 2, 5 & 6 WALL PLAN AND PROFILES R. Banning A. Boese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 G1 WAL1 KEYMAP NTS FG TOE & TOP WALL 6 SCALE : 1" = 30' (H) 1" = 5' (V) FG TOE & TOP WALL 2 SCALE : 1" = 30' (H) 1" = 5' (V) FG TOE & TOP WALL 1 SCALE : 1" = 30' (H) 1" = 5' (V) CURB FL, TOE & TOP WALL 5 SCALE : 1" = 30' (H) 1" = 5' (V) { 7.WALL ALIGNMENTS ARE BOTTOM OF WALL.} R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� G3 GRADING DETAILS EAST LOT A. Boese A. Boese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL { 1.LOT GRADING AS SHOWN ON THIS DETAILED LOT GRADING PLAN WAS DEVELOPED USING A TYPICAL HOME FOOTPRINT. GRADING WILL CHANGE WITH PLOT PLANNING. THE PLOT PLANNER, HOWEVER, SHALL STRICTLY ADHERE TO THE INTENT OF THIS PLAN. DRAINAGE SHALL IN ALL CASES BE DIRECTED WESTERLY FROM THE EASTERN BOUNDARY. AT A MINIMUM TOP OF BERM ELEVATIONS SHALL BE MAINTAINED OR RETAINING WALLS SHALL BE UTILIZED ALONG THE EASTERN PROPERTY LINE TO MAINTAIN POSITIVE DRAINAGE FROM EAST TO WEST. 2.LANDSCAPER SHALL BE MADE AWARE OF THE REQUIREMENTS OF THIS PLAN AND SHALL CONFORM TO THIS PLAN OR AN APPROVED PLOT PLAN WITH ALL LANDSCAPING. DRAINAGE PATTERNS SHALL NOT BE MODIFIED BY THE LANDSCAPER WITHOUT PRIOR APPROVAL OF THE ENGINEER AND/OR CITY BUILDING INSPECTOR. 3.ENGINEER HAS MADE ALL REASONABLE EFFORT TO VERIFY THAT DRAINAGE FROM EXISTING HOMES IS FROM WEST TO EAST. IF IT IS FOUND AT THE TIME OF CONSTRUCTION THAT DRAINAGE IN THE EAST TO WEST DIRECTION OCCURS ON OFFSITE LOTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR ALTERNATIVE GRADING SOLUTIONS. 4.ALL ROOF AND IMPERVIOUS AREA DRAINAGE SHALL BE DIRECTED TO THE SIDELOT SWALES OR CONTROLLED BY REAR LOT SWALES SO AS TO NOT FLOW OFFSITE IN AN EASTERLY DIRECTION. 5.SEE OVERALL GRADING SHEETS FOR ADDITIONAL GRADING REQUIREMENTS.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 KEYMAP NTS MATCHLINE-SEE TOP B MATCHLINE-SEE TOP C MATCHLINE-SEE TOP D MATCHLINE-SEE BOTTOM C MATCHLINE-SEE BOTTOM B MATCHLINE-SEE BOTTOM A DETAIL A DETAIL B DETAIL C DETAIL D DETAIL A DETAIL B DETAIL C DETAIL D 9' UTIL. ESMT. 9' UTIL. ESMT. BLUEBONNET LANE OXBOROUGH LANE LOT 112 OWNER: CALE, GARY S. LOT 1 OWNER: CHILSON, DANIEL G./BETH B. LOT 2 OWNER: STESHYN, THOMAS W./SUSAN B. SILVERWOOD VILLAGE FIRST FILING ELDORADO SPRINGS SECOND FILING EASTBOROUGH LOT 141 OWNER: BUNDY, JOYCE M. FAUBOROUGH CT. EXTENDED DETENTION BASIN/ DETENTION POND 100-YR VOLUME: 4.39 AC-FT 100-YR WSEL: 4967.43 WQ WSEL: 4962.63 40-HOUR WQ RELEASE SEE DETAIL B THIS SHEET FG=71.94 TF=72.61 A LOT 33 FG=71.38 TF=72.05 A LOT 34 FG=71.34 TF=72.01 A LOT 16 FG=71.73 TF=72.40 A LOT 15 FG=72.91 TF=73.58 B LOT 36 FG=74.10 TF=74.77 A ??? FG=74.15 TF=74.82 A LOT 41 FG=72.61 TF=73.28 B ??? FG=72.57 TF=73.24 B LOT 22 FG=71.14 TF=71.81 B LOT 21 FG=70.58 TF=71.25 B LOT 20 FG=70.34 TF=71.01 B LOT 19 FG=70.12 TF=70.79 B LOT 18 FG=70.32 TF=70.99 B LOT 17 FG=72.43 TF=73.10 B LOT 35 51.8' 10' 40.2' SEE DETAIL C THIS SHEET SEE DETAIL A THIS SHEET SEE FOREBAY B DETAIL FOR ADDITIONAL INFORMATION 11.5' R18' R35' 11.5' R25' R35' R15' SEE FOREBAY A DETAIL FOR ADDITIONAL INFORMATION No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� G2 OVERALL GRADING PLAN A. Boese A. Boese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.FINISHED GRADE ELEVATIONS ARE SHOWN AS 8" BELOW TF. PLOT PLANNER MAY EXPOSE ADDITIONAL FOUNDATION BUT SHALL ENSURE POSITIVE DRAINAGE AND COMPLIANCE WITH ALL APPLICABLE CODES. 5.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT FG - FINISHED GRADE AROUND BUILDING (VARIES WITH PLOT PLAN) TF - TOP OF FOUNDATION GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 G1 G2 KEYMAP NTS MATCHLINE-SEE SHEET G1 NOTE: ALL PROPOSED STREETS ARE PRIVATE DETAIL A SCALE: 1"=10' DETAIL B SCALE: 1"=10' DETAIL C SCALE: 1"=10' 9' UTIL. ESMT. 9' UTIL. ESMT. 53' A, EA D & U ESMT. BLUEBONNET LANE CHRIST CENTER COMMUNITY CHURCH LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH P.U.D. FG=73.10 TF=73.77 A LOT 30 FG=73.61 TF=74.28 A LOT 29 FG=72.55 TF=73.22 A LOT 31 FG=72.25 TF=72.92 A LOT 32 FG=71.94 A LOT 33 FG=72.08 TF=72.75 A LOT 14 FG=72.38 TF=73.05 A LOT 13 FG=72.68 TF=73.35 A LOT 12 FG=72.98 TF=73.65 A LOT 11 FG=73.28 TF=73.95 A LOT 10 FG=73.57 TF=74.24 A LOT 9 FG=73.99 TF=74.66 A LOT 8 FG=74.81 TF=75.48 A LOT 7 FG=74.83 TF=75.50 A LOT 6 FG=74.71 TF=75.38 A LOT 5 FG=75.26 TF=75.93 A LOT 4 FG=75.76 TF=76.43 A LOT 3 FG=76.75 TF=77.42 A LOT 2 FG=77.15 TF=77.82 A ??? FG=76.96 TF=77.63 B ??? FG=76.55 TF=77.22 B LOT 25 FG=75.81 TF=76.48 B LOT 26 FG=74.58 TF=75.25 B LOT 27 FG=73.90 TF=74.57 B LOT 28 FG=75.86 TF=76.53 B LOT 39 FG=74.46 TF=75.13 B LOT 38 FG=73.45 TF=74.12 B LOT 37 B LOT 36 FG=74.15 A LOT 41 FG=75.63 TF=76.30 A ??? 8' WALK 6" THICK ROW VARIES No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� G1 OVERALL GRADING PLAN A. Boese A. Boese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL NOTES: PROPOSED STORM INLET CURB & GUTTER PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.FINISHED GRADE ELEVATIONS ARE SHOWN AS 8" BELOW TF. PLOT PLANNER MAY EXPOSE ADDITIONAL FOUNDATION BUT SHALL ENSURE POSITIVE DRAINAGE AND COMPLIANCE WITH ALL APPLICABLE CODES. 5.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.} 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT FG - FINISHED GRADE AROUND BUILDING (VARIES WITH PLOT PLAN) TF - TOP OF FOUNDATION GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR PROPOSED STORM MANHOLE A-A PROPOSED CROSS SECTION NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 G1 G2 KEYMAP NTS MATCHLINE-SEE SHEET G2 NOTE: ALL PROPOSED STREETS ARE PRIVATE EASTBOROUGH OWNER: CITY OF FORT COLLINS �� LOT 112 LOT 110 LOT 111 LOT 109 LOT 20 LOT 19 LOT 18 SANITARY LINE A SEE SHEET SS1 BROOKWOOD DRIVE 11.26 LF 18" HDPE @ 0.84% 34.28 LF 18" HDPE @ 0.50% OUTLET 2-1 STA 10+45.55 N: 117446.64 E: 201225.58 FES 2 STA 10+00.00 N: 117401.14 E: 201227.67 12'' DOME GRATE STA 10+34.28 N: 117435.39 E: 201226.09 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 11+50 11+00 10+00 34.28 LF 18" HDPE @ 0.50% PRIVATE STORM SEWER 2.00 1.50 1.25 6" CURB @ SPILL ELEV 12" DOME GRATE ON RISER PIPE @ 100-YR WSEL FRONT OF WALL @ SPILL ELEV OPEN FRONT @ 100-YR WSEL 18"X18"X4" CONC PAD KEYMAP NTS No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ST1 PLAN & PROFILE STORM SEWER 1 & 2 R. Banning A. Boese 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.SEE RIPRAP SCHEDULE FOR RIPRAP PAD SIZING. 6.DOME GRATES ARE TO BE METAL.IC. W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE INLET 1-1 10' TYPE-R 44"x128" NOTE: NOMINAL INLET SIZES ARE APPROXIMATE. SEE CONSTRUCTION DETAILS FOR ALL INLET DIMENSIONS Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 STORM SEWER 1 ST1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM SEWER 2 ST2 NORTH RELIEF OUTLET DETAIL (REDUCES FREQUENCY OF SPILL ABOVE 100-YEAR EVENT) LOT 39 151\U+00B04945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 25+00 24+00 23+00 22+00 285.71 LF 8" PVC @ 0.40% SAN MH A8 STA 24+67.10 RIM 4975.5� INV. OUT 4962.41 (E) WV D PRIVATE ACCESS DRIVE SAN MH A3-2 STA 14+19.52 N: 117849.95 E: 200918.99 SAN MH A3-1 STA 12+16.52 N: 117646.95 E: 200917.91 SAN MH A3-3 STA 14+67.29 N: 117892.03 E: 200896.39 203.00 LF 8" PVC @ 0.40% 216.52 LF 8" PVC @ 0.40% 47.77 LF 8" PVC @ 2.00% ZINNIA WAY BLUEBONNET LANE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30.00' {}-{} 53.00' ACCESS & UTIL. ESMT. 30.00' {}-{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53.00' ACCESS & UTIL. ESMT. LOT 19 LOT 18 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 SAN MH A3 STA 10+00.00 N: 117647.66 E: 201134.43 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A3-1 SEE THIS SHEET LOT 20 LOT 21 LOT 22 ??? ??? LOT 41 ??? LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 GERANIUM LANE 151� MH A3-1A SEE RIGHT WV H Y D �� 1, �� 1 �� #8730212901 PRIVATE ACCESS DRIVE SANITARY LINE A3 SEE THIS SHEET SAN MH A3-1A STA 10+82.94 N: 117647.39 E: 200834.97 82.94 LF 8" PVC @ 0.50% ZINNIA WAY BLUEBONNET LANE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30.00' {}-{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53.00' ACCESS & UTIL. ESMT. SAN MH A3-1 STA 10+00.00 N: 117646.95 E: 200917.91 LOT 20 LOT 21 LOT 22 ??? ??? LOT 41 ??? LOT 37 LOT 36 LOT 35 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 4945 4950 4955 4960 4965 4970 4975 4980 4985 4990 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 216.52 LF 8" PVC @ 0.40% SAN MH A3-1 STA 12+16.52 RIM 4970.0� INV. IN 4959.22 (W) INV. IN 4959.22 (N) INV. OUT 4959.02 (E) 203.00 LF 8" PVC @ 0.40% SAN MH A3-2 STA 14+19.52 RIM 4972.3� INV. IN 4960.23 (NW) INV. OUT 4960.03 (S) 47.77 LF 8" PVC @ 2.00% SAN MH A3-3 STA 14+67.29 RIM 4973.2� INV. OUT 4961.19 (SE) SAN MH A3 STA 16+04.97 RIM 4967.7� INV. IN 4958.15 (NE) INV. IN 4958.15 (W) INV. OUT 4957.94 (SE) No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS SS2 PLAN & PROFILE SANITARY SEWER LINE A, A3 & A3-1 A. Boese A. Boese 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SANITARY SEWER LINE A3 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC @ 2%.. 8.ALL MULTIFAMILY SEWER SERVICES TO BE 6" PVC. 9.ALL SANITARY MANHOLES TO BE 4'%%C UNLESS OTHERWISE NOTED. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) LINE MATCH STA 22+00 MATCH LINE SHEET SS1 STA 22+00 SAN A3-1 SAN A3 SAN A SANITARY SEWER LINE A SANITARY SEWER LINE A3-1 INV. OUT 4960.65 (S) SAN MH A2 STA 13+39.14 RIM 4963.4� INV. IN 4956.88 (NW) INV. OUT 4956.68 (E) 36.71 LF 8" PVC @ 0.40% 265.82 LF 8" PVC @ 0.40% SAN MH A7 STA 21+81.39 RIM 4971.6� INV. IN 4961.27 (W) INV. OUT 4961.07 (SE) 210 LF 20" BORED CASING 53.86 LF 8" PVC @ 0.40% C C T C T C C T T S S S D F E S C T SANITARY LINE A3 SEE SHEET SS2 SAN MH A STA 10+00.00 N: 117109.81 E: 201315.21 SAN MH A1 STA 13+02.43 N: 117411.40 E: 201292.67 SAN MH A3 STA 16+04.97 N: 117647.66 E: 201134.43 SAN MH A7 STA 21+81.39 N: 118193.80 E: 201134.36 SAN MH A6 STA 21+27.53 N: 118155.67 E: 201172.40 SAN MH A5 STA 18+90.32 N: 117918.46 E: 201172.34 SAN MH A4 STA 16+53.93 N: 117682.10 E: 201169.24 36.71 LF 8" PVC @ 0.40% 48.97 LF 8" PVC @ 0.40% 236.38 LF 8" PVC @ 0.40% 237.21 LF 8" PVC @ 0.40% 53.86 LF 8" PVC @ 0.40% LOT 138 LOT 139 LOT 140 �� TRACT A EASTBOROUGH OWNER: CITY OF FORT COLLINS LOT 141 LOT 142 LOT 1 LOT 2 �� LOT 112 LOT 105 LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 �� LOT 6 LOT 104 �� LOT 7 LOT 9 LOT 8 265.82 LF 8" PVC @ 0.40% SAN MH A2 STA 13+39.14 N: 117411.24 E: 201255.96 GERANIUM LANE 53.00' ACCESS & UTIL. ESMT. 30.00' {}-{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 18 LOT 19 LOT 17 LOT 14 LOT 15 LOT 16 LOT 13 LOT 11 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 28 LOT 27 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 TRACT B 39.00' {}-{} 60.00' ROW OXBOROUGH LANE MAINTAIN 10' SEPERATION 15' UTIL. ESMT. 20' UTIL. ESMT. 302.43 LF 8" PVC @ 0.45% 135� 107� 117� 135� 116� 117� 94� 84� No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS SS1 PLAN & PROFILE SANITARY SEWER LINE A A. Boese A. Boese 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SANITARY SEWER LINE A PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC @ 2%.. 8.ALL MULTIFAMILY SEWER SERVICES TO BE 6" PVC. 9.ALL SANITARY MANHOLES TO BE 4'%%C UNLESS OTHERWISE NOTED. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) LINE MATCH STA 22+00 SS1 MATCH LINE SHEET SS2 STA 22+00 SS2 ESMT. 9' UTIL. ESMT. 53' A, EA, D & U ESMT. 9' UTIL. ESMT. 9' UTIL. ESMT. 4.5' SIDEWALK 4.5' SIDEWALK SAN MH A3-1A SAN MH A3-1 SAN MH A4 SAN MH A3 SAN MH A1 6' UTIL. ESMT. TRACT B FAUBOROUGH COURT OXBOROUGH LANE EXTENDED DETENTION BASIN 32.77' 6' UTIL. ESMT. 5' UTIL. ESMT. 53' A, EA, D & U ESMT. 34' ACCESS & EMERGENCY ACCESS ESMT FEATHERGRASS DRIVE SAN MH A2 53' A, EA, D & U ESMT. SANITARY LINE A3-1 SEE SHEET SS2 SANITARY LINE A3 SEE SHEET SS2 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A SEE SHEET SS1 STORM SEWER 1 SEE SHEET ST1 STORM SEWER 2 SEE SHEET ST1 GERANIUM LANE BROOKWOOD DRIVE 4" CDOT CLASS 5 ROAD BASE COMPACTED TO 95% SPD OR 2" RECYCLED ASPHALT SCARIFY & RECOMPACT TO 95% SPD 12" OR PER GEOTECH 12' SLOPE PER GRADING PLAN No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� U2 OVERALL UTILITY PLAN A. Boese A. Boese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 U1 U2 PROPERTY BOUNDARY/R.O.W. EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT � � � EASEMENT LINE D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R PROPOSED IRRIGATION CURB IR STOP & METER PIT � CONTROL IRR � � � � � 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES. {9.ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY EXISTENCE AND BOTH HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. 10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS. 11.ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ALL PROPOSED STREETS ARE PRIVATE KEYMAP NTS MATCHLINE-SEE SHEET U1 NOTE: ALL PROPOSED STREETS ARE PRIVATE MATERIAL SECTION ALL WEATHER ACCESS ROAD LOT 12 LOT 13 LOT 14 LOT 41 LOT 40 LOT 37 LOT 36 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 9' UTIL. ESMT. 9' UTIL. ESMT. 9' UTIL. ESMT. 9' UTIL. ESMT. 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 1 3.5' UTIL. ESMT. SAN MH A8 SAN MH A3-3 SAN MH A3-2 SAN MH A7 SAN MH A6 SAN MH A5 TRACT A 6' UTIL. ESMT. 6' UTIL. ESMT. 6' UTIL. ESMT. CHRIST CENTER COMMUNITY CHURCH 53' A, EA, D & U ESMT. 5' UTIL ESMT 5' UTIL ESMT LOT 39 LOT 38 FEATHERGRASS DRIVE 53' A, EA, D & U ESMT. SANITARY LINE A SEE SHEET SS1 SANITARY LINE A SEE SHEET SS2 SANITARY LINE A3 SEE SHEET SS2 No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� U1 OVERALL UTILITY PLAN A. Boese A. Boese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 U1 U2 PROPERTY BOUNDARY/R.O.W. EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT � � � EASEMENT LINE D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R PROPOSED IRRIGATION CURB IR STOP & METER PIT � CONTROL IRR � � � � � 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES. {9.ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY EXISTENCE AND BOTH HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. 10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS. 11.ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ALL PROPOSED STREETS ARE PRIVATE KEYMAP NTS MATCHLINE-SEE SHEET U2 NOTE: ALL PROPOSED STREETS ARE PRIVATE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PRIVATE DRIVE LEMAY AVENUE LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 SILVERWOOD VILLAGE SECOND FILING ELDORADO SPRINGS SECOND FILING LOT 104 LOT 105 LOT 106 LOT 108 LOT 109 LOT 110 LOT 111 EASTBOROUGH TRACT A OWNER: CITY OF FORT COLLINS LOT 133 LOT 131 LOT 132 EXISTING 6' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING 6' UTILITY EASEMENT LOT 1 BLOCK 1 FIRST CHRISTIAN CHURCH OWNER: CHRIST P.CENTER U.COMMUNITY D. CHURCH EXISTING CHURCH BUILDING EXISTING 15' UTILITY EASEMENT No. Revisions: By: Date: REVIEWED BY: R. Banning DESIGNED BY: DRAWN BY: SCALE: DATE: JANUARY 2014 PROJECT: 665-002 Sheet Of27Sheets LAKEVIEW SUBDIVISION T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EX1 & DEMOLITION PLAN EXISTING CONDITIONS A. Boese A. Boese 1"=60' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 LEGEND: E CTV EXISTING STORM SEWER EXISTING CABLE TELEVISION EXISTING ELECTRIC EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: NOTES: ORIGINAL FIELD SURVEY Northern Engineering Services, Inc. Date: July 12, 2011 EXISTING 27" SANITARY SEWER 27" SS EXISTING WATER W X EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC � � � CONTROL IRR 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH THE EXISTING BUILDING INCLUDING, BUT NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS FOR ALL BACKFILL REQUIREMENTS. 5.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS. 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS. } 7.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 10.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION FOR THIS PROJECT. REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT SAWCUT LINE REMOVE EXISTING STRUCTURE REMOVE EXISTING TREES E REMOVE EXISTING STORM SEWER REMOVE EXISTING WATER W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING UNDERGROUND ELECTRIC Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Regency Lakeview dated April 18, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins benchmark 18-92 Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm manhole. Elevation=4966.96 City of Fort Collins benchmark 19-92 Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a sanitary sewer pump station. Elevation= 4975.21 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: A variance is proposed to the requirements of section 1.9.4.A of the Larimer County Urban Area Street Standards reducing the required north-bound to east-bound sight distance at the intersection of Drake Road and FEATHERGRASS DRIVEreducing the required sight distance from 1,030 feet to 555 feet. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage for Regency Lakeview dated April 18, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. �� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 08/21/13 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� CS1 COVER SHEET N.A. A. Boese NTS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL JANUARY 2014 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: The Henry Design Group 1501 Wazee Street Suite 1-C Denver, CO 80202 (303) 446-2368 Century Communities 8390 E. Crescent Parkway Suite 650 Greenwood Village, CO 80111 (303) 770-8300 GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. CTL Thompson, Inc. Ronald McOmber, PE 351 Linden Street, Suite 140 Fort Collins, Colorado 80524 (970) 206-9455 PHONE NUMBER Northern Engineering Services, Inc. Ryan Banning, PE 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: LSC Transportation Consultants, Inc. 1889 York Street Denver, CO 80206 (303) 333-1105 PROJECT LOCATION VICINITY MAP NORTH 1"=2000' GEOTECHNICAL ENGINEER SUBSURFACE UTILITY LOCATES** DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR TRAFFIC ENGINEER BENCHMARK #1: City of Fort Collins Benchmark 18-92 Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm manhole. Elevation= 4966.96 BENCHMARK #2: City of Fort Collins Benchmark 19-92 Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a sanitary sewer pump station. Elevation= 4975.21 Basis of Bearings The Basis of Bearings is the West line of the Northwest Quarter, Section 30, Township 7 North, Range 68 West of the 6th P.M. as bearing South 00�13'48" East (assumed bearing). Northern Engineering Services, Inc NE Project No. 665-002 Date: JULY, 2013 ORIGINAL FIELD SURVEY BY: CTL Thompson, Inc. "PRELIMINARY GEOTECHNICAL INVESTIGATION REGENCY MULTI-FAMILY RESIDENTIAL" CTL Project No. FC05622-115 Date: August 24, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX CS1 COVER SHEET CS2 GENERAL AND CONSTRUCTION NOTES EX1 EXISTING CONDITIONS & DEMOLITION PLAN OVERALL GRADING PLAN U1-U2 G1-G2 OVERALL UTILITY PLAN SUBDIVISION PLAT (FOR REFERENCE ONLY) R1 ZINNIA WAY& GERANIUM LANE LAKEVIEW SUBDIVISION BEING A REPLAT OF A PORTION OF THE FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Century Communities 8390 E. Crescent Parkway Suite 650 Greenwood Village, CO 80111 (303) 770-8300 OWNER DR1 DRAINAGE EXHIBIT ROADWAY PLAN AND PROFILES R2 PEONY WAY& BLUEBONNET LANE SS1-SS2 SANITARY SEWER A, A3 & A3-1 PLAN AND PROFILES ST1 STORM SEWER 1 & 2 PLAN AND PROFILES D1-D2 UTILITY DETAILS D3 DRAINAGE DETAILS D4-D5 ROADWAY DETAILS D6 GRADING DETAILS EC1 EROSION CONTROL PLAN EC2-EC3 EROSION CONTROL DETAILS R3 INTERSECTION DETAILS WAL1-WAL2 WALL PLAN AND PROFILES G3 EAST LOT GRADING DETAILS