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Home My WebLink AboutRIDGEWOOD HILLS RESIDENCES 4TH FILING - MAJOR AMENDMENT - MJA130003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS5+6' 64+.$;41#& %#42'06'441#& No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: CLIENT: SHEET OF PROJECT: 1053-001 DATE: DRAWN BY: MAP/CAG SCALE: By: 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGEWOOD HILLS FOURTH FILING FORT COLLINS, CO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 1619 KELMSLEY CT., WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS 1 9 SEE PLANS 4.3.2013 COVER SHEET VICINITY MAP PROJECT SITE SCALE: 1" = 1000' RIDGEWOOD HILLS FOURTH FILING LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, T-6-N, R-69-W OF THE 6TH PM CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO APRIL 2013 UTILITY PLANS FOR GB/BERM GB/BERM A C1.0 CITY OF FORT COLLINS BENCHMARKS VERTICAL DATUM = NGVD 1929 UNADJUSTED B.M. NUMBER 38-94, ELEV. = 5090.58 DESCRIPTION: AZIMUTH MARK (2 1 2 " ALUMINUM CAP) ON THE NORTH SIDE OF WEST TRILBY RD. ONE HALF MILE WEST OF COLLEGE AVE. AT 508 WEST TRILBY RD. B.M. NUMBER 47-94, ELEV = 5019.54 DESCRIPTION: ON THE EAST SIDE OF SOUTH COLLEGE AVE.. AT ROBERT BENSON LAKE, ON TOP OF SOUTHEAST CORNER OF AN INLET. HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM. HORIZONTAL CONTROL BASED VRS. 1-800-922-1987 CENTER OF COLORADO CALL UTILITY NOTIFICATION CITY OF FORT COLLINS 700 WOOD STREET FORT COLLINS, COLORADO 80522 STORMWATER GLEN SCHLUETER 8-UNIT 8-UNIT 6-UNIT 6-UNIT TOT LOT SPORTS COURT (110' X 50') CLUB HOUSE POOL TRIANGLE DRIVE AVONDALE ROAD FF=5092.50 FF=4999.50 FF=5094.00 FF=5086.50 FF=5081.50 11 1/4 DEG. BEND W/ TB 90 DEG. BEND W/ TB AND 8" GV 20' UE 30' HYDRANT ASSEMBLY 8" X 4" TEE W/ TB 4" GV DEFLECT PIPE WITHIN MANUFACTURERS RECOMMENDED LIMITS TO PARALLEL DRIVE AISLE ALIGNMENT 8" X 6" TEE W/ TB 6" GV HYDRANT ASSEMBLY SMH RIM EL. = 5095.60 8" X 4" TEE W/ TB INV. EL. = 5088.0 4" GV 90 DEG. BEND W/ TB AND 8" GV 8" X 4" TEE W/ TB 4" GV CONSTRUCT NEW MANHOLE OVER EXISTING SEWER MAIN AND CONNECT NEW MAIN INTO MANHOLE INV. IN SW = 5075.67 INV. IN SE = 5075.89 INV. OUT NE = 5075.69 8" X 8" TAPPING SADDLE W/ T.B. AND 8" GV 8" x 4" TEE W/ TB HYDRANT ASSEMBLY 8-UNIT 6-UNIT 24-UNIT 16-UNIT 16-UNIT 24-UNIT 24-UNIT PEYTON DRIVE AVONDALE ROAD AVONDALE ROAD TRIANGLE DRIVE FF=4984.40 FF=4990.75 FF=5092.50 FF=4992.20 FF=4997.20 FF=4995.40 FF=5095.50 INSTALL CAP W/ TB AND 2" BLOW OFF RELOCATE EX. HYD. AS SHOWN REPLACE EX. BEND W/ 8" X 6" TEE W/T.B. & 6' GV 30' 30' 11 1/4 DEG. BEND W/ TB 4" GV 8" X 4" TEE W/ TB 8" X 8" TEE W/ TB AND TWO 8" GV'S SMH RIM EL. = 5093.5 INV. EL. = 5084.5 75.95 LF 8" PVC @ 1.18% HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 11 1/4 DEG. BEND W. TB SMH RIM EL. = 5093.1 INV. EL. = 5085.4 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB SMH RIM EL. = 5091.8 INV. EL. = 5087.0 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: CLIENT: SHEET OF PROJECT: 1053-001 DATE: DRAWN BY: MAP/CAG SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGEWOOD HILLS FOURTH FILING FORT COLLINS, CO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 1619 KELMSLEY CT., WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS GRADING PLAN (NORTH) 4 9 1-800-922-1987 CENTER OF COLORADO CALL UTILITY NOTIFICATION PRELIMINARY NOT FOR CONSTRUCTION SEE PLANS 02/15/2013 0 15' 30' 60' SCALE: 1"= 30'-0" 120' NORTH CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. ALL EASEMENTS ARE PROPOSED AND WILL BE DEDICATED BY THE PLAT. EASEMENTS ARE LABELED ON THE UTILITY PLAN. 2. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED. THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVES. 3. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS SHALL BE IN ACCORDANCE WITH THE CITY STREET REPAIR STANDARDS. 4. NO OFF SITE GRADING IS PROPOSED WITH THIS DEVELOPMENT. 5. EROSION CONTROL WILL BE DESIGNED AND SHOWN WITH THE FINAL PLANS FOR THE PROJECT. 6. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: CLIENT: SHEET OF PROJECT: 1053-001 DATE: DRAWN BY: MAP/CAG SCALE: By: 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGEWOOD HILLS FOURTH FILING FORT COLLINS, CO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 1619 KELMSLEY CT., WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS GRADING PLAN (SOUTH) 5 9 1-800-922-1987 CENTER OF COLORADO CALL UTILITY NOTIFICATION PRELIMINARY NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL SEE PLANS 02/15/2013 NORTH 0 15' 30' 60' SCALE: 1"= 30'-0" 120' 8-UNIT 8-UNIT 6-UNIT 6-UNIT TOT LOT SPORTS COURT (110' X 50') CLUB HOUSE POOL TRIANGLE DRIVE AVONDALE ROAD 1 2 3 4 5 6 7 8 9 12 N1 0.353 0.53 OS-1 0.401 0.71 N3 0.301 0.57 N2 0.276 0.52 N4 0.211 0.50 N6 0.830 0.80 N5 1.872 0.68 N7 0.900 0.25 S3 0.235 0.46 YARD INLET LATERALS 12" HDPE N-12 (TYP) YARD INLET LATERALS 12" HDPE N-12 (TYP) 142.5 LF 18" RCP @ 2.30% 140.6 LF 24" RCP @ 1.10% 16.5 LF 24" RCP @ 2.50% 83.5 LF 12" RCP @ 4.50% FLOW TO EX. POND 1 STMH N4 RIM EL. = 5080.5 INV. EL. (NE) = 5076.4 INV. EL. (SW) = 5076.6 TYPE R INLET RIM EL. = 5081.5 INV. EL. = 5878.0 STMH N3 AVONDALE ROAD S3 12 0.235 0.46 YARD INLET LATERALS 12" HDPE N-12 (TYP) 8-UNIT 6-UNIT 24-UNIT 16-UNIT 16-UNIT 24-UNIT 24-UNIT PEYTON DRIVE AVONDALE ROAD AVONDALE ROAD TRIANGLE DRIVE 31 10 11 13 N8 0.163 0.68 S1 0.560 0.58 S2 0.125 0.41 S4 0.121 0.47 S5 0.125 0.46 S6 0.154 0.73 S7 0.155 0.41 S8 0.412 0.68 S9 0.112 0.74 S10 0.119 0.69 S11 0.201 0.62 S12 0.436 0.64 S13 0.041 0.61 S14 1.866 0.64 S15 1.153 0.77 S18 0.990 0.28 S17 0.810 0.32 S16 0.204 0.78 S19 0.352 0.25 14 15 16 18+00 AVONDALE ROAD AVONDALE ROAD 17+00 16+00 15+00 13+00 14+00 END OF EXISTING PAVEMENT AND CURB & GUTTER STA. 14+18.5 +/- No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. NORTH 0 25' 50' 100' 150' SCALE: 1"= 50'-0" AVONDALE ROAD PLAN AND PROFILE 8 9 Ridgwood . . . . 1.15.2013 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PLAN - AVONDALE ROAD CENTERLINE PROFILE - AVONDALE ROAD 0 25' 50' 100' HORIZONTAL SCALE: 1"= 50-0" 150' 0 2.5' 5' 10' VERTICAL SCALE: 1"= 5'-0" 15' AVONDALE ROAD - TYPICAL CROSS SECTION 8-UNIT 8-UNIT 8-UNIT 6-UNIT 6-UNIT 6-UNIT 24-UNIT 16-UNIT 16-UNIT 24-UNIT 24-UNIT TOT LOT SPORTS COURT (110' X 50') CLUB HOUSE POOL TRIANGLE DRIVE PEYTON DRIVE AVONDALE ROAD AVONDALE ROAD TRIANGLE DRIVE TYPE III BARRICADE C A A A A B B B B C C INSTALL ENHANCED CROSSWALK A EXISTING STRIPING, (TYP) No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. STRIPING PLAN 9 9 Ridgwood . . . . 4.3.2013 NORTH 0 30' 60' 120' 180' SCALE: 1"= 60'-0" A STRIPING LEGEND: SOLID DOUBLE YELLOW 4" WIDE SOLID WHITE LINE 4" WIDE SOLID WHITE LINE 8" WIDE 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. SIGNING TO BE SHOWN AT FINAL DESIGN B C 17 18 19 20 21 22 23 24 25 26 27 30 29 32 33 30 EX. STM MANHOLE AND APPROX. 44 LF OF EX. 30" D/S STORM DRAIN TO BE REMOVED AND REPLACED AT GRADE SHOWN. 70 LF 18" RCP @ 13.00% EX. 30" ADS N-12 PIPE TO BE REMOVED 74 LF 30" RCP @ 1.04% 30 LF 24" RCP @ 1.40% 180 LF 18" RCP @ 5.94% 143.4 LF 18" RCP @ 2.51% 142.2 LF 18" RCP @ 2.04% 125.2 LF 18" RCP @ 1.84% 43.6 LF 18" RCP @ 1.83% 174.7 LF 18" RCP @ 2.12% 66 LF 12" RCP @ 1.14% 23 LF 12 RCP @ 8.70% YARD INLET LATERALS 12" HDPE N-12 (TYP) TYPE R INLET RIM EL. = 5081.8 INV. EL. (E) = 5078.3 TYPE R INLET RIM EL. = 5087.6 INV. EL. (W) = 5080.2 INV. EL. (E) = 5080.0 STMH S4 RIM EL. = 5090.7 INV. EL. (N) = 5086.4 INV. EL. (NW) = 5086.4 INV. EL. (S) = 5086.4 INV. EL. (SE) = 5086.2 TYPE R INLET RIM EL. = 5086.8 INV. EL. (W) = 5083.3 INV. EL. (S) = 5083.1 TYPE R INLET RIM EL. = 5090.7 INV. EL. = 5087.2 TYPE R INLET RIM EL. = 5090.3 INV. EL. = 5086.8 STMH S5 RIM EL. = 5092.7 INV. EL. (NW) = 5088.9 INV. EL. (SE) = 5088.7 TYPE R INLET RIM EL. = 5092.6 INV. EL. = 5089.1 TYPE R INLET RIM EL. = 5096.1 INV. EL. = 5092.6 STMH S2 RIM EL. = 5071.0 INV. EL. (N) = 5068.6 INV. EL. (W) = 5068.6 INV. EL. (S) = 5068.4 AREA INLET RIM EL. = 5070.0 INV. EL. (W) = 5069.2 INV EL. (E) = 5069.0 STMH S3 RIM EL. = 5087.0 INV. EL. (N) = 5079.5 INV. EL. (W) = 5079.5 INV. EL. (S) = 5079.3 STMH S1 RIM EL. = 5070.7 INV. EL. (N) = 5067.6 No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. NORTH 0 15' 30' 60' 90' SCALE: 1"= 30'-0" DRAINAGE PLAN - SOUTH 7 9 Ridgwood . . . . 1.15.2013 MATCHLINE (SEE SHEET 6 OF 9) 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL NOTES 1. SEE SHEET 6 OF 9 FOR DRAINAGE DATA SUMMARY TABLE MATCHLINE (SAME SHEET) MATCHLINE (SAME SHEET) LEGEND: DRAINAGE BASIN I.D. DESIGN POINT OVERLAND FLOW DIRECTION # # 0.000 0.00 MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA RIM EL. = 5076.0 INV. EL. (N) = 5072.9 INV. EL. (SW) = 5073.1 TYPE R INLET RIM EL. = 5076.6 INV. EL. = 5073.0 STMH N1 RIM EL. = 5078.6 INV. EL. (N) = 5071.1 INV. EL. (W) = 5071.3 INV. EL. (S) = 5071.3 EXISTING INLET CORE SOUTH WALL OF INLET BOX TO ACCEPT PIPING FROM PROPOSED DEVELOPMENT STMH N2 (W/ GRATED LID) RIM EL. = 5080.3 INV. EL. (E) = 5075.1 EXISTING DETENTION POND 8-UNIT AVONDALE ROAD S1 11 S2 0.125 0.41 66 LF 12" RCP @ 1.14% No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. DRAINAGE PLAN - NORTH 6 9 Ridgwood . . . . 1.15.2013 NORTH 0 15' 30' 60' 90' SCALE: 1"= 30'-0" MATCHLINE (SEE SHEET 7 OF 9) DRAINAGE DATA SUMMARY TABLE 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL LEGEND: DRAINAGE BASIN I.D. DESIGN POINT OVERLAND FLOW DIRECTION # # 0.000 0.00 MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA 22 1/2 DEG. BEND W/ TB 22 1/2 DEG. BEND W/ TB 90 DEG. BEND W/ TB 11 1/4 DEG. BEND W/ TB 8" X 4" TEE W/ TB 4" GV HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 90 DEG. BEND W/ TB 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB SMH RIM EL. = 5069.3 INV. EL. = 5063.0 35' UE SMH RIM EL. = 5085.5 INV. EL. = 5075.2 WALK WAY SPINE SMH RIM EL. = 5087.4 INV. EL. = 5080.3 8" X 8" TEE W/ TB AND TWO 8" GV'S SMH RIM EL. = 5092.0 INV. EL. = 5083.0 8" X 4" TEE W/ TB 4" FIRE LINE (TYP) UTILITY AND EMERGENCY ACCESS EASEMENT 90 DEG. BEND W/ TB 8" X 6" TEE W/ TB 6" GV AND 8" GV EX. STM MANHOLE AND APPROX. 44 LF OF EX. 30" D/S STORM DRAIN TO BE REMOVED AND REPLACED AT GRADE SHOWN. EX. 30" ADS N-12 PIPE TO BE REMOVED TYPE R INLET RIM EL. = 5081.8 INV. EL. (E) = 5078.3 TYPE R INLET RIM EL. = 5087.6 INV. EL. (W) = 5080.2 INV. EL. (E) = 5080.0 STMH S4 RIM EL. = 5090.7 INV. EL. (N) = 5086.4 INV. EL. (NW) = 5086.4 INV. EL. (S) = 5086.4 INV. EL. (SE) = 5086.2 TYPE R INLET RIM EL. = 5086.8 INV. EL. (W) = 5083.3 INV. EL. (S) = 5083.1 TYPE R INLET RIM EL. = 5090.7 INV. EL. = 5087.2 TYPE R INLET RIM EL. = 5090.3 INV. EL. = 5086.8 STMH S5 RIM EL. = 5092.7 INV. EL. (NW) = 5088.9 INV. EL. (SE) = 5088.7 TYPE R INLET RIM EL. = 5092.6 INV. EL. = 5089.1 TYPE R INLET RIM EL. = 5096.1 INV. EL. = 5092.6 STMH S2 RIM EL. = 5071.0 INV. EL. (N) = 5068.6 INV. EL. (W) = 5068.6 INV. EL. (S) = 5068.4 AREA INLET RIM EL. = 5070.0 INV. EL. (W) = 5069.2 INV EL. (E) = 5069.0 STMH S3 RIM EL. = 5087.0 INV. EL. (N) = 5079.5 INV. EL. (W) = 5079.5 INV. EL. (S) = 5079.3 30' DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 8" X 8" TEE W/ TB AND TWO 8" GVS 1" WATER SERVICE (TYP) 4" GV 8-UNIT 6-UNIT 24-UNIT 16-UNIT 16-UNIT 24-UNIT 24-UNIT PEYTON DRIVE AVONDALE ROAD AVONDALE ROAD TRIANGLE DRIVE FF=4984.40 FF=4990.75 FF=5092.50 FF=4992.20 FF=4997.20 FF=4995.40 FF=5095.50 INSTALL CAP W/ TB AND 2" BLOW OFF RELOCATE EX. HYD. AS SHOWN REPLACE EX. BEND W/ 8" X 6" TEE W/T.B. & 6' GV 30' 30' 11 1/4 DEG. BEND W/ TB 4" GV 8" X 4" TEE W/ TB 8" X 8" TEE W/ TB AND TWO 8" GV'S SMH RIM EL. = 5093.5 INV. EL. = 5084.5 75.95 LF 8" PVC @ 1.18% HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 11 1/4 DEG. BEND W. TB SMH RIM EL. = 5093.1 INV. EL. = 5085.4 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB SMH RIM EL. = 5091.8 INV. EL. = 5087.0 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB 22 1/2 DEG. BEND W/ TB 22 1/2 DEG. BEND W/ TB 90 DEG. BEND W/ TB 11 1/4 DEG. BEND W/ TB 8" X 4" TEE W/ TB 4" GV HYDRANT ASSEMBLY 8" X 6" TEE W/ TB 6" GV 90 DEG. BEND W/ TB 8" X 4" TEE W/ TB 4" GV 90 DEG. BEND W/ TB SMH RIM EL. = 5069.3 INV. EL. = 5063.0 35' UE SMH RIM EL. = 5085.5 INV. EL. = 5075.2 WALK WAY SPINE SMH RIM EL. = 5087.4 INV. EL. = 5080.3 8" X 8" TEE W/ TB AND TWO 8" GV'S SMH RIM EL. = 5092.0 INV. EL. = 5083.0 8" X 4" TEE W/ TB 4" FIRE LINE (TYP) UTILITY AND EMERGENCY ACCESS EASEMENT 90 DEG. BEND W/ TB 8" X 6" TEE W/ TB 6" GV AND 8" GV EX. STM MANHOLE AND APPROX. 44 LF OF EX. 30" D/S STORM DRAIN TO BE REMOVED AND REPLACED AT GRADE SHOWN. EX. 30" ADS N-12 PIPE TO BE REMOVED TYPE R INLET RIM EL. = 5081.8 INV. EL. (E) = 5078.3 TYPE R INLET RIM EL. = 5087.6 INV. EL. (W) = 5080.2 INV. EL. (E) = 5080.0 STMH S4 RIM EL. = 5090.7 INV. EL. (N) = 5086.4 INV. EL. (NW) = 5086.4 INV. EL. (S) = 5086.4 INV. EL. (SE) = 5086.2 TYPE R INLET RIM EL. = 5086.8 INV. EL. (W) = 5083.3 INV. EL. (S) = 5083.1 TYPE R INLET RIM EL. = 5090.7 INV. EL. = 5087.2 TYPE R INLET RIM EL. = 5090.3 INV. EL. = 5086.8 STMH S5 RIM EL. = 5092.7 INV. EL. (NW) = 5088.9 INV. EL. (SE) = 5088.7 TYPE R INLET RIM EL. = 5092.6 INV. EL. = 5089.1 TYPE R INLET RIM EL. = 5096.1 INV. EL. = 5092.6 STMH S2 RIM EL. = 5071.0 INV. EL. (N) = 5068.6 INV. EL. (W) = 5068.6 INV. EL. (S) = 5068.4 AREA INLET RIM EL. = 5070.0 INV. EL. (W) = 5069.2 INV EL. (E) = 5069.0 STMH S3 RIM EL. = 5087.0 INV. EL. (N) = 5079.5 INV. EL. (W) = 5079.5 INV. EL. (S) = 5079.3 30' DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 8" X 8" TEE W/ TB AND TWO 8" GVS 1" WATER SERVICE (TYP) 4" GV STMH S1 RIM EL. = 5070.7 INV. EL. (N) = 5067.6 No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. NORTH 0 15' 30' 60' 90' SCALE: 1"= 30'-0" UTILITY PLAN - SOUTH 3 9 Ridgwood . . . . 1.15.2013 MATCHLINE (SEE SHEET 2 OF 9) 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL MATCHLINE (SAME SHEET) MATCHLINE (SAME SHEET) SMH RIM EL. = 5081.80 INV. EL. = 5077.65 90 DEG. BEND W/ TB AND 8" GV 8" X 4" TEE W/ TB 4" GV SMH RIM EL. = 5086.75 INV. EL. = 5079.75 STMH N4 RIM EL. = 5080.5 INV. EL. (NE) = 5076.4 INV. EL. (SW) = 5076.6 TYPE R INLET RIM EL. = 5081.5 INV. EL. = 5878.0 STMH N3 RIM EL. = 5076.0 INV. EL. (N) = 5072.9 INV. EL. (SW) = 5073.1 TYPE R INLET RIM EL. = 5076.6 INV. EL. = 5073.0 STMH N1 RIM EL. = 5078.6 INV. EL. (N) = 5071.1 INV. EL. (W) = 5071.3 INV. EL. (S) = 5071.3 STMH N2 (W/ GRATED LID) RIM EL. = 5080.3 INV. EL. (E) = 5075.1 EXISTING DETENTION POND 30' UE, DE & EAE 30' DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 30' UE, DE & EAE 4" GV 4" FIRE LINE (TYP) 1" WATER SERVICE (TYP) 8-UNIT No. Revision/Issue Date M. TIMM DEVELOPMENT PREPARED BY: 1619 KELMSLEY CT. WINDSOR, CO 80550 deanne@TFGcolorado.com (970) 674-3323 PLANNERS / LANDSCAPE ARCHITECTS CLIENT: SHEET OF PROJECT: DATE: DRAWN BY: DLK SCALE: By: THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS. 3715 Shallow Pond Drive Ft. Collins, CO 80528 Phone: (970) 226-0264 larrycowen@comcast.net RIDGWEWOOD HILLS - FOURTH FILING FORT COLLINS, COLORADO BILL TIMM 233 CARILLO STREET (805) 963-0358 SANTA BARBARA, CA 93101 AVONDALE RD. & TRIANGLE DR. UTILITLY PLAN - NORTH 2 9 Ridgwood . . . . 1.15.2013 NORTH 0 15' 30' 60' 90' SCALE: 1"= 30'-0" MATCHLINE (SEE SHEET 3 OF 9) 1-800-922-1987 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL PH. 970.221.6700 NATURAL GAS XCEL ENERGY 1901 E. HORSETOOTH ROAD FORT COLLINS, COLORADO 80525 CONTACT: LEN HILDEBRAND PH. 970.225.7848 TELEPHONE SERVICE QUEST 3351 EASTBROOK DRIVE FORT COLLINS, COLORADO 80525 CONTACT: BILL JOHNSON PH. 970.6401 LIGHT & POWER ROB IRISH PH. 970.221.6700 WATER/WASTEWATER FORT COLLINS/LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 5150 SNEAD DRIVE FORT COLLINS, COLORADO 80525 CONTACT: TERRY FARRILL PH. 970.226.3104 INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. PRELIMINARY NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL FORT COLLINS-LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRIC INDEX TO DRAWINGS SURVEYOR: ENGINEER: PLANNER: OWNER/APPLICANT: DRAINAGE BASIN I.D. # 0.000 0.00 MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA