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HomeMy WebLinkAboutCHERRY STREET COTTAGES - FDP180024 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS 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 FOR 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. UTILITY PLANS FOR: CHERRY STREET COTTAGES LEGAL DESCRIPTION: BEING A PORTION OF THE NE 1/4 OF SECTION 10, TOWNSHIP 7 N, RANGE 69 W OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APRIL, 2019 SHEET NO. DESCRIPTION INDEX OF SHEETS UTILITY COVER SHEET C1.0 UTILITY COVER SHEET C1.1 UTILITY NOTES C2.0 UTILITY PLAN C3.0 GRADING PLAN C4.0 DRAINAGE & EROSION PLAN C5.0 DETAILS C5.1 DETAILS C5.2 DETAILS C5.3 DETAILS ADS COVER 2 OF 5 ADS STORMTECH 3 OF 5 ADS STORMTECH 4 OF 5 ADS STORMTECH 5 OF 5 ADS STORMTECH FORT COLLINS, CO OWNER: EVAN GILMARTIN CHERRY STREET COTTAGES 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 PROPERTY LINE EXISTING FLOW LINE EXISTING EASEMENT EXISTING GAS LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING TELEPHONE EXISTING ELECTRICAL SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS FORT COLLINS, CO OWNER: CHERRY STREET COTTAGES UTILTY NOTES EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 ’ “ ” – ’ ’ ’ ’ “ ” – UTILITY NOTES B. City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date N/A PS CH C1.1 12/21/2018 paul@secengineering.net CHERRY STREET RESIDENTIAL LOCAL STREET 71' NEW DEDICATED TOTAL RIGHT OF WAY LYONS STREET RESIDENTIAL LOCAL STREET 70' NEW DEDICATED TOAL RIGHT OF WAY SINGLE FAMILY RESIDENTIAL PROPERTY 6.0' UTILITY EASEMENT M M TO REMAIN TO REMAIN TO BE ABANDONED AT THE SEWER MAIN TRACT A 6,184 SF REDEDICATE EXISITING WATER SERVICE FOR IRRIGATION ASPHALT PATCHES (TYP) NEW ROW NEW WATER TAP & CURB STOP (TYP) - 2' BEHIND WALK CONNECT 4" SEWER SERVICE TO 8" SAN MAIN CONNECT 3/4 WATERLINE TO 6" DIP MAIN (TYP) PROPOSED HOUSE 1,200 SF STORMWATER DETENTION 2,700 SF SIDEWALK CHASE OUTLET CONTROL STRUCTURE DETENTION POND INLET INLET RE: ADS DESIGN SHEETS UNDERGROUND STORMTECH CHAMBERS RE: ADS DESIGN SHEETS STORMTECH STORMTECH OUTLET OUTLET PIPE RE: ADS DESIGN SHEETS DRAINAGE SWALE NEW OVAL TRANSFORMER VAULT PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE PROPOSED HOUSE 1,200 SF 1,200 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE M M M M T M M DETENTION POND INLET ELEV:5026.00 OUTLET STRUCTURE INLET INVERT: 5023.90 LYONS STREET DRAINAGE SWALE RETAINING WALL TOP ELEV: 5028.20 DRAINAGE SWALE EX SIDEWALK NEW PROPERTY BOUNDARY 100-YEAR WATER SURFACE ELEV & SPILLWAY ELEV = 5026.10 TOP OF POND ELEV: 5027.10 BOTTOM OF POND ELEV: 5023.90 FF: 5027.80 FF: 5027.50 FF: 5027.20 FF: 5028.35 FF: 5028.10 FF: 5027.80 FF: 5027.50 FF: 5027.20 FF: 5028.40 CONSTRUCTION LIMIT INLET RE: ADS DESIGN SHEETS DRAINAGE SWALE RETAINING WALL AND 6" CURB DETENTION WALL HEIGHT IS LESS THAN 4' PROPOSED STAIRS WITH 5 RISERS, RAILINGS, & 6" WIDE END WALLS (TYP) CHERRY STREET RESIDENTIAL LOCAL STREET 71' NEW DEDICATED TOTAL RIGHT OF WAY NEW 4.5' SIDEWALK SINGLE FAMILY RESIDENTIAL PROPERTY PROPOSED SIDEWALK CHASE RETAINING WALL AND 6" CURB PROPOSED 6" DRIVE OVER CURB WITH 2' WIDE CURB CUT IN CENTER FOR DETENTION INLET 5027.54 5027.25 5026.96 5026.67 5025.98 M M M M T M M CHERRY STREET RESIDENTIAL LOCAL STREET 71' NEW DEDICATED TOTAL RIGHT OF WAY LYONS STREET RESIDENTIAL LOCAL STREET 70' NEW DEDICATED TOAL RIGHT OF WAY SINGLE FAMILY RESIDENTIAL PROPERTY XS#704 5024.4ft NGVD88 XS#702 5023.6ft NGVD88 WATTLE TYP PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,100 SF STORMWATER DETENTION 4,900 CF OUTLET PIPE INV: 5023.74' OUTLET STRUCTURE INLET INV ELEV: 5023.90 DRAINAGE SWALE DRAIN PAN EX FLOWLINE EX BACK OF CURB EX SIDEWALK NEW PROPERTY BOUNDARY TURF REINFORCEMENT MAT - AMERICAN EXCELSIOR RECYCLEX GREEN REINFORCE MAT, OR EQUAL. TURF REINFORCEMENT MAT - AMERICAN EXCELSIOR RECYCLEX GREEN REINFORCE MAT, OR EQUAL. 2' WIDE DRAINAGE UNDER SIDEWALK MAXIMUM REALEASE RATE Q100 = 0.35 CFS SWALE SWALE SWALE SWALE SWALE Lip FL Back of curb Right of Way Line NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1:50 (max.) Property Line N.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) x=2' (min.) Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2" ROW Y Detached Sidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.) 1/4" per ft. Varies ** Varies ** Ramp Length Ramp Length Detached Detached 1" per ft. 1:12 (max.) See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 1 2" min - 2" max 1:12 (max.) 1:12 (max.) SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C C C B B A A Elevation #4 BARS @ 12" O.C. #4 CDOT CLASS 6 AGGREGATE BASE COURSE 6" CDOT CLASS D CONCRETE MOISTURE CONDITION AND RECOMPACT UPPER 12" (INCHES) OF SUBGRADE NOTE: 1. PROVIDE CONTROL JOINTS NOT EXCEEDING 12' ON CENTER SECTION 4.0" 6.0" Elevation SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS N.T.S. A OUTLET STRUCTURE C5.1 B FOUNDATION DETAIL C5.1 DETAILS PS CH N/A C5.1 D STANDARD CONCRETE SECTION C5.1 C RETAINING WALL DETAIL C5.1 OWNER: EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 FORT COLLINS, CO CHERRY STREET COTTAGES F SIDEWALK CHASE C5.1 SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS A SILT FENCE C5.2 B WATTLE \ EROSION LOGS C5.2 C TRACKING PAD C5.2 DETAILS C5.2 PS CH N/A FORT COLLINS, CO CHERRY STREET COTTAGES OWNER: EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date 12/21/2018 paul@secengineering.net EVAN FISCHGRUND 720-250-8047 EVAN.FISCHGRUND@ADS-PIPE.COM ©2013 ADS, INC. PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: ADVANCED DRAINAGE SYSTEMS, INC. R CHERRY STREET COTTAGES FORT COLLINS - CO MARK KAELBERER 720-256-8225 MARK.KAELBERER@ADS-PIPE.COM S110907 SC-160LP STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-160LP. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK 7. REQUIREMENTS FOR HANDLING AND INSTALLATION x TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS x TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5” x TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: x THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. x THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. x THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM 1. STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-160LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE". 3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357, 4, 467, 5, 56, OR 57. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 00 10' 20' SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 2 5 12/04/18 S110907 DEV CJD FORT COLLINS - CO CHERRY STREET COTTAGES DATE DRWN CHKD DESCRIPTION 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality NOTES x MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. x DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. x THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. x THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. x NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. INSPECTION PORT (TYP 2 PLACES) STRUCTURE PER PLAN SHOWN AS 30" NYLOPLAST (24" SUMP MIN) OUTLET CONTROL STRUCTURE PER PLAN SHOWN AS 30" NYLOPLAST (DESIGN BY ENGINEER) ISOLATOR ROW (SEE DETAIL / TYP 2 PLACES) 8" X 8" MOLDED FITTINGS MANIFOLD INVERT 0.96" ABOVE CHAMBER BASE (TYP 2 PLACES) CONCEPTUAL LAYOUT 24 STORMTECH SC-160LP CHAMBERS 4 STORMTECH SC-160LP END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 540 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 552 SYSTEM AREA (ft²) 191 SYSTEM PERIMETER (ft) CONCEPTUAL ELEVATIONS 5035.67 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 3 5 12/04/18 S110907 DEV CJD FORT COLLINS - CO CHERRY STREET COTTAGES DATE DRWN CHKD DESCRIPTION ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. SC-160LP CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 14" (355 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 4 5 12/04/18 S110907 DEV CJD FORT COLLINS - CO CHERRY STREET COTTAGES DATE DRWN CHKD DESCRIPTION INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) SC-160LP ISOLATOR ROW DETAIL NTS CATCH BASIN OR MANHOLE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-160LP CHAMBER 8" (200 mm) HDPE ACCESS PIPE REQUIRED USE 8" OPEN END CAP PART #: SC160IEPP08 OPTIONAL INSPECTION PORT SC-160LP END CAP SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 5 5 12/04/18 S110907 DEV CJD FORT COLLINS - CO CHERRY STREET COTTAGES DATE DRWN CHKD DESCRIPTION PART # STUB A SC160EPP 6" (150 mm) 0.66" (16 mm) 8" (200 mm) 0.80" (20 mm) SC160EPP08 8" (200 mm) 0.96" (24 mm) ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 25.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm) CHAMBER STORAGE 6.85 CUBIC FEET (0.19 m³) MINIMUM INSTALLED STORAGE* 16.0 CUBIC FEET (0.45 m³) WEIGHT 24.0 lbs. (10.9 kg) *ASSUMES 6" (152 mm) ABOVE, 6" (152 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY. 25.0" (635 mm) 12.0" (305 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END SC-160LP TECHNICAL SPECIFICATION NTS 4.4" (112 mm) A 11.7" (297 mm) 18.6" (472 mm) TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS A 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN NTS NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A PART # GRATE/SOLID COVER OPTIONS 8" (200 mm) 2808AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 10" (250 mm) 2810AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 12" (300 mm) 2812AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 15" (375 mm) 2815AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 18" (450 mm) 2818AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 24" (600 mm) 2824AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 30" (750 mm) 2830AG PEDESTRIAN AASHTO H-20 STANDARD AASHTO H-20 SOLID AASHTO H-20 VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ® ADS STORMTECH TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS WEIR WEIR HEIGHT TBD BY SITE DESIGN ENGINEER SC-160LP 6" (150 mm) INSPECTION PORT DETAIL NTS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE PAVEMENT CONCRETE COLLAR CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC-160LP CHAMBER 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ADS STORMTECH GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 D C B *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 20" (510 mm). 14" (350 mm) MIN* 10' (3.0 m) MAX 6" (150 mm) MIN 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS 25" (635 mm) 12" (300 mm) MIN DEPTH OF BASE STONE TO BE DETERMINED A BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (305 mm) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SC-160LP END CAP SUBGRADE SOILS (SEE NOTE 3) NO SPACING REQUIRED BETWEEN CHAMBERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 70 NIWOOD ROAD, SUTIE 3 | ROCKY HLIL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ADS STORMTECH 5027.34 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 5026.84 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 5026.84 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 5026.84 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 5026.17 TOP OF STONE 5025.67 TOP OF SC-160LP CHAMBER 5024.75 8" ISOLATOR ROW CONNECTION INVERT 5024.75 8" X 8" MANIFOLD INVERT 5024.67 BOTTOM OF SC-160LP CHAMBER 5024.17 BOTTOM OF STONE 8" OPEN END CAP, PART# SC160IEPP08 TYP OF ALL SC-160LP 8" CONNECTIONS 85.87' 89.65' 4.17' 6.17' ADS STORMTECH 5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THE SITE DESIGN ENGINEER. 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 8. CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED. 9. STORMTECH RECOMMENDS 3 BACKFILL METHODS: x STONESHOOTER LOCATED OFF THE CHAMBER BED. x BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. x BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 10. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED: x NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. x NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE". x WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-106LP CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE INSTALLATION APP ADS COVER N.T.S. N.T.S. City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date E POND DETENTION WALL DETAIL C5.1 N.T.S. 12/21/2018 paul@secengineering.net T T Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. 12'- 20' ROW Concrete Pavements 8' Esmt. Util. 8' Back of Conc. 20 18 16 14 12 FT. Width Alley a FT. b FT. Driveway Flare DRIVE WAY b a ALLEY DETAIL 1 Surface same as driveway Flare Sidewalk 10' ALLEY DETAIL 2 10' 10' 10' STREET FORT COLLINS ONLY 3' (min.) Fence Setback Esmt. Util. 0 2' 4' 5' 6' 8' 8' 8' 6' 0 * * ROADWAY WIDTH: 12' to 20'. (20' width required for commercial and industrial areas) RIGHT OF WAY WIDTH: 12' to 20'. (20' width required for commercial and industrial areas) PARKING: None. Parking must be provided on private property. WHERE USED: An alley may be used to provide secondary vehicular access only to the rear of properties served by a street, if allowed by city code. DESIGN SPEED: 15 MPH SPEED LIMIT: 15 MPH. DRIVEWAY CONNECTIONS TO ALLEYS: Driveway connections to alleys must be flared in accordance with Detail 1. ALLEY CONNECTIONS TO STREETS: Where an alley intersects the right of way for a street 10' x 10' corner cuts shall be dedicated as R.O.W. for visibility as shown in Detail 2 below. These areas may be landscaped no higher than 12". No fences may encroach into this area. CONTINUITY: Alleys are limited in length to 660 feet. GARAGE DOOR SET BACK: Option 1: 8' for fences placed with a setback equal to 8' or more. Option 2: 20' feet minimum for fences placed less than 8' from the edge of the alley. FENCES: Fences may be placed as close as 3' from the right-of-way line on private property when the garage door is set back at least 20' from the right-of-way. Minimum setback is 8' for garage door setback less than 20' from the right-of-way. Building setbacks shall be in accordance with the Land Use Code. (PRIVATE DRIVE) Chapter 22, Materials & Construction Specifications 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) Radius = 8" 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 1 4" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match style of adjacent curb and gutter. 6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (max)  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.) SIDEWALK SIDEWALK 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS A DRIVEWAY ACCESS C5.0 F PIPE TRENCH DETAIL C5.0 B SIDEWALK C5.0 C DRIVEWAY C5.0 DETAILS PS CH N/A C5.0 E SANITARY SERVICE CONNECTION C5.0 G WATER METER C5.0 OWNER: EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 FORT COLLINS, CO CHERRY STREET COTTAGES D WATER SERVICE CONNECTION C5.0 H CURB AND GUTTER - PRIVATE PROPERTY ONLY, NOT ROW C5.0 I ACCESS RAMP C5.0 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date 12/21/2018 paul@secengineering.net SILT FENCE PROP CONTOURS SILT FENCE EX CONTOURS TRACKING PAD EX FLOWLINE EX BACK OF CURB 2' WIDE CONCRETE CHANNEL MAINTENANCE ACCESS STORMTECH CHAMBER OUTLET INVERT: 5024.25 6" STORMTECH CHAMBER OUTLET PIPE RE: ADS DESIGN SHEETS SWALE TOP OF WALL ELEV: 5027.1 UNDERGROUND STORMTECH CHAMBERS RE: ADS DESIGN SHEETS DRAINAGE SWALE DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT INLET RE: ADS DESIGN SHEETS 100-YEAR WATER SURFACE ELEV & SPILLWAY ELEV = 5026.10 PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,200 SF PROPOSED HOUSE 1,100 SF RIGHT OF WAY DEDICATED STORMWATER DETENTION 2,700 SF PRIVATE PAVED ALLEY 12' WIDE OUTLET STRUCTURE NEW ACCESS PROPOSED SIDEWALK CHASE RETAINING WALL AND 6" CURB PROPOSED 6" DRIVE OVER CURB WITH 2' WIDE CURB CUT IN CENTER FOR DETENTION INLET PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF SECTION A-A PROPOSED ADA ACCESS RAMP SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS FORT COLLINS, CO CHERRY STREET COTTAGES DRAINAGE & EROSION PLAN PROPERTY LINE EXISTING FLOW LINE EXISTING EASEMENT 100-YR FLOODPLAIN 100-YR FLOODWAY DRAINAGE EASEMENT FLOW ARROW LEGEND: PROPOSED DRAINAGE BASIN PROPOSED SWALE SILT FENCE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA WATTLE OWNER: EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date 1"-20' PS 12/21/2018 CH C4.0 NOTES: 1. 2. HOURS INSTALLED STRIPPING, THE ALL REQUIRED CITY PRIOR STORMWATER GRADING, AT TO THE BMPS ANY APPROPRIATE SHALL ETC.CONSTRUCTION DEPARTMENT ). BE ALL INSTALLED OF TIME THEIR ON EROSION IN THIS THE REQUIRED PRIOR SITE. CONSTRUCTION CONTROL TO ANY EROSION LAND INSPECTOR CONTROL SEQUENCE DISTURBING MUST MEASURES AS BE ACTIVITY INDICATED NOTIFIED SHALL (STOCKPILING, IN AT BE THE LEAST 24 3. PRE-REMOVAL APPROVED DISTURBANCE OR PROJECT DISTURBANCE VEGETATION SCHEDULE, OF EXISTING CONSTRUCTION SHALL BE VEGETATION PROTECTED PLANS, SHALL AND AND RETAINED EROSION BE LIMITED CONTROL WHEREVER TO THE REPORT. AREA POSSIBLE. REQUIRED 4. FOR INSTALLATIONS, ALL SOILS IMMEDIATE EXPOSED CONSTRUCTION STOCKPILING, DURING LAND FILLING, OPERATIONS, DISTURBING ETC.) SHALL AND ACTIVITY FOR BE KEPT THE (STRIPPING, SHORTEST IN A ROUGHENED GRADING, PRACTICAL CONDITION UTILITY PERIOD BY OF TIME. RIPPING EROSION SHALL REMAIN OR CONTROL DISKING EXPOSED IS ALONG INSTALLED. BY LAND LAND CONTOURS DISTURBING NO SOILS IN UNTIL AREAS ACTIVITY MULCH, OUTSIDE FOR VEGETATION, MORE PROJECT THAN STREET THIRTY OR OTHER RIGHTS (30) PERMANENT DAYS OF WAY BEFORE 5. REQUIRED INSTALLED, IMMEDIATELY THE ACTIVITIES PROPERTY TEMPORARY SO UNLESS DISCONTINUED AS MUST TO OTHERWISE PREVENT BE OR WATERED PERMANENT WHEN WIND-APPROVED AND FUGITIVE CAUSED EROSION MAINTAINED BY EROSION. DUST THE CONTROL STORMWATER IMPACTS AT ALL ALL (LAND E.TIMES ADJACENT G. SEED/DISTURBING DEPARTMENT. DURING MULCH, PROPERTIES, CONSTRUCTION LANDSCAPING, ACTIVITIES AS SHALL ETC.BE ) IS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. INSPECTED RUNOFF ALL TEMPORARY EVENT AND AND REPAIRED (STRUCTURAL) EVERY OR 14 RECONSTRUCTED DAYS EROSION IN ORDER CONTROL TO AS ASSURE NECESSARY MEASURES CONTINUES AFTER MUST BE EACH PERFORMANCE PARTICULARLY DISPOSED OF IN THOSE OF A MANNER THEIR ON INTENDED PAVED AND LOCATION ROADWAY FUNCTION. SO SURFACES, AS ALL NOT RETAINED TO SHALL CAUSE BE SEDIMENTS, THEIR REMOVED RELEASE AND 7. INTO NO STOCKPILES SOIL ANY STOCKPILE DRAINAGEWAY. SHALL BE SHALL PROTECTED EXCEED TEN FROM (10) SEDIMENT FEET IN TRANSPORT HEIGHT. ALL BY SOIL SURFACE 8. ROUGHENING, REMAINING CITY ORDINANCE AFTER WATERING, PROHIBITS 30 DAYS AND SHALL THE PERIMETER TRACKING, BE SEEDED SILT DROPPING, AND FENCING. MULCHED. OR ANY DEPOSITION SOIL STOCKPILE OF SOILS INADVERTENT OR CONTRACTOR. ANY OTHER DEPOSITED MATERIAL MATERIAL ONTO CITY SHALL STREETS BE CLEANED BY OR FROM IMMEDIATELY ANY VEHICLE. BY THE ANY 10. 9. LAND ALL “GOOD-REQUIRED DISTURBING HOUSEKEEPING” PERIMETER ACTIVITY PRACTICES SILT (STOCKPILING, FENCING SHALL SHALL BE STRIPPING, UNDERTAKEN BE INSTALLED GRADING, TO PRIOR PREVENT ETC.TO ). ANY 11. POLLUTANT FLOODPLAIN TRASH AND DEBRIS DISCHARGE, USE PERMIT ON A INCLUDING DAILY WILL BE BASIS, SUBMITTED SWEEPING AND OVERALL FOR AS NEEDED, EACH SITE STRUCTURE MANAGEMENT. PICKING UP AND LOOSE EACH SITE CONSTRUCTION ELEMENT (IE. DETENTION POND) IN THE FLOODPLAIN. N paul@secengineering.net 5026.55 5026.84 5027.13 5027.42 5027.54 5026.96 5028.29 5028.00 5027.71 5027.42 5027.13 5027.05 5027.34 5027.63 5027.92 BW: 5025.01 BW: 5024.75 BW: 5024.30 BW: 5024.31 5023.74 BW: 5024.46 BW: 5024.99 BW: 5024.99 BW: 5024.98 TW: 5027.20 BW: 5027.31 BW: 5026.62 BW: 5025.08 BW: 5024.40 BW: 5024.40 BW: 5024.40 5024.70 5024.16 5023.92 EX: 5023.53 5024.85 EX: 5024.79 EX: 5024.81 5025.36 5025.27 5025.70 5025.60 EX: 5025.81 EX: 5025.78 5024.07 5023.83 5024.61 EX: 5023.47 EX: 5023.69 EX: 5023.57 EX: 5023.98 EX: 5024.45 EX: 5024.40 EX: 5024.26 EX: 5025.12 EX: 5024.99 EX: 5025.14 TW: 5027.10 TW: 5027.10 TW: 5027.10 TW: 5028.26 BW: 5025.22 TW: 5027.29 TW: 5026.77 5027.61 BW: 5024.71 5025.54 TW: 5027.97 BW: 5025.90 5026.26 5026.38 TW: 5027.10 BW: 5024.40 5023.60 EX: 5024.43 EX: 5024.34 FF: 5028.35 FF: 5028.10 DRAINAGE SWALE END OF 4' WIDE CONCRETE PAN NEW ACCESS RAMP TW: 5028.26 FF: 5028.40 5026.38 SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 SEC REVISIONS OWNER: FORT COLLINS, CO OWNER: CHERRY STREET COTTAGES N PROPERTY LINE PROPOSED SWALE EXISTING CONTOUR LEGEND: EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 GRADING PLAN City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date NOTES 1"-20' PS 05/24/2018 CH C3.0 paul@secengineering.net 600 SF PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF OUTLET STRUCTURE PROPOSED STREET LIGHT SEE NOTE #1 RETAINING WALL AND 6" CURB PROPOSED 6" DRIVE OVER CURB WITH 2' WIDE CURB CUT IN CENTER FOR DETENTION INLET PROPOSED GARAGE 600 SF PROPOSED GARAGE 600 SF PROPOSED HOUSE 1,200 SF 9.0' UTILITY EASEMENT 6.0' UTILITY EASEMENT INSPECTION PORT RE: ADS DESIGN SHEETS M M T M M NEW ELECTRICAL SECONDARY BOX, TYP. TRACT B 5,468 SF LOT 2 4,549 SF LOT 1 4,879 SF LOT 3 4,549 SF LOT 5 4,549 SF LOT 6 4,549 SF LOT 4 4,549 SF 17.98' 18.04' SHEET NUMBER JOB NUMBER DRAWN BY: CHECKED BY: SCALE: DATE: SEAL PROJECT SHEET TITLE SORENSEN ENGINEERING & CONSTRUCTION, LLC CIVIL / ENVIRONMENTAL ENGINEERING 1901 BEAR COURT FORT COLLINS, CO 80525 PHONE: 970 590-1579 paul@secengineering.net SEC REVISIONS FORT COLLINS, CO OWNER: CHERRY STREET COTTAGES N UTILTY PLAN EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date NOTES 1"-20' PS CH C2.0 12/21/2018 PROPERTY LINE EXISTING FLOW LINE EXISTING EASEMENT EXISTING GAS LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING TELEPHONE EXISTING ELECTRICAL EXISTING FIRE HYDRANT EXISTING WATER TAP EXISTING SANITARY TAP EXISTING WATER CURB STOP PROPOSED WATER SERVICE (WET TAPS) PROPOSED SANITARY SERVICE PROPOSED TELEPHONE PROPOSED STREET LIGHT PROPOSED ELECTRICAL PROPOSED CURB STOP PROPOSED 3/4 WATER TAP PROPOSED 4" SANITARY TAP PROPOSED TRANSFORMER 9ES @ 150 AMP SERVICE LEGEND: T EXISTING FIRE HYDRANT EXISTING WATER TAP EXISTING SANITARY TAP EXISTING WATER CURB STOP PROPOSED WATER SERVICE (WET TAPS) PROPOSED SANITARY SERVICE PROPOSED TELEPHONE PROPOSED STREET LIGHT PROPOSED ELECTRICAL PROPOSED CURB STOP PROPOSED 3/4 WATER TAP PROPOSED 4" SANITARY TAP PROPOSED TRANSFORMER 9ES @ 150 AMP SERVICE LEGEND: T City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Traffic Engineer Parks & Recreation Date Date City Engineer Stormwater Utility Water & Wastewater Utility Date CONTACT DIRECTORY PROPERTY OWNER EVAN GILMARTIN 2519 S. SHIELDS ST FORT COLLINS, CO 970-308-3927 CIVIL ENGINEER SORENSEN ENGINEERING & CONSTRUCTION, LLC 1901 BEAR COURT FORT COLLINS 80525 970.590.1579 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 NAME: DATE CH N/A PS C1.0 VICINITY MAP SITE 12/21/2018 paul@secengineering.net