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Home My WebLink AboutPLUM & SHIELDS EXTRA OCCUPANCY RENTAL HOUSE - PDP/FDP - FDP130053 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSW. PLUM ST. SHIELDS ST. MULBERRY ST. TAFT HILL RD. ELIZABETH ST. W. PROSPECT RD. MOUNTAIN AVE. PROJECT SITE DEVELOPER/APPLICANT CONTACT INFORMATION PROJECT TEAM: 801 S��, LLC L�� D�� 1155 15�� A�� L��, CO 80501 720-327-8050 GAS----------------- X�� E��----------------------------- S�� R�� (970) 225-7828 ELECTRIC-------- C�� F�� C�� L�� & P��-- D�� M�� (970) 224-6152 CABLE------------- C��----------------------------------- D�� K�� (970) 567-0245 TELECOM.--------C��L��------------------------------- W�� J�� (970) 490-7501 WATER------------ C�� F�� C�� U��----------- R�� B�� (970) 221-6700 WASTEWATER--C�� F�� C�� U��----------- R�� B�� (970) 221-6700 STORMWATER- C�� F�� C�� U��----------- G�� S�� (970) 221-6700 FIBER OPTICS-- C�� S�� U��------------ K�� D�� (970) 491-0187 UTILITY CONTACT LIST: * UTILITY COMPANY * T�� . N�� E�� S�� . I� �� C��'� �� . P�� U�� N�� C�� C�� (UNCC) �� 811 �� . MARCH 2013 SHEET INDEX UTILITY PLANS FOR LOT 1, TURNING POINT,�� 15, �� 7 ��, �� 69 �� 6�� .�. �� , �� , �� PLUM & SHIELDS GREEK HOUSING PHONE NUMBER N�� E�� S��, I��. N�� H��, PE, LEED AP 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 (970) 221-4158 N�� E�� S��, I��. G�� G��, PLS 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT S��W��, LLC 7000 N. B�� B�� 3, S�� 306 D��, C�� 80221 (303) 650-8680 *T�� S��W��, LLC �� . C�� . C��, �� C��'� �� , �� E�� . VICINITY MAP NORTH 1"=2000' C001 GENERAL & CONSTRUCTION NOTES A. R�� A. R�� NA 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� A. GENERAL NOTES 1. A�� , ��, �� L�� C�� U�� A�� S�� S�� . W�� , �� , �� . A�� C�� F�� C��. 2. A�� , �� . 3. T�� C�� F�� C�� E��. U�� C�� F�� C�� . 4. T�� , �� /�� , �� C�� F�� C��, �� '� ��, �� , �� C�� F�� C�� E�� . F��, �� , �� C�� F�� C��, �� , �� , ��, �� . 5. A�� , �� "��" �� , �� C�� F�� C�� C�� F�� C�� E��. 6. T�� , ��, �� . I� �� D�� . T�� D�� . 7. T�� D�� U�� N�� C�� C�� (UNCC) �� 1-800-922-1987, �� 2 �� , �� . O�� (�.�. �� / �� ) �� . U�� . I� �� D�� . 8. T�� D�� . 9. I� � �� /�� , �� D�� . D�� (�) �� C�� F�� C�� . 10. T�� D�� C�� F�� C��, �� , �� . T�� D�� , �� , �� . 11. N� �� , �� D�� . T S G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G G CTV CTV CTV T T T T T W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X G CABLE CT VAULT ELEC ELEC T C S C S E ELEC ELEC �� CTV CTV CTV X X X X X X X X X X X X X X X G �� EXISTING BUILDING PLUM STREET SHIELDS STREET �� 1109 �. �� , �� 80521 EXISTING 5' UTILITY EASEMENT EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING 12' UTILITY EASEMENT EXISTING 3' UTILITY EASEMENT �� 805 �. �� , �� 80521 EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA EXISTING 9' UTILITY EASEMENT TRASH PROPOSED PERMEABLE PAVERS C200 PAVING PLAN A. R�� A. R�� 1"=10' 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 NORTH ( IN FEET ) 1 �� = ��. T S G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G G CTV CTV CTV T T T T T W W W X X X X X X X X X X X X X X X G CABLE CT VAULT ELEC ELEC T C S C S E ELEC ELEC �� PLUM STREET SHIELDS STREET EXISTING 5' UTILITY EASEMENT EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING 12' UTILITY N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 C400 CONSTRUCTION DETAILS A. R�� A. R�� N/A NOT TO SCALE 101 C400 CURB AND GUTTER / SIDEWALK NOT TO SCALE 102 C400 103 C400 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" S�� D�� 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 C401 CONSTRUCTION DETAILS A. R�� A. R�� N/A NOT TO SCALE 201 C401 STANDARD SETTING FOR 11 2" & 2" WATER METERS STORMWATER BEDDING REQUIREMENTS NOT TO SCALE 202 C401 203 C401 NOT TO SCALE 206 C401 NOT TO SCALE 205 C401 DIMENSIONS FOR SLOTTED PVC PIPE NOT TO SCALE NOT TO SCALE 204 C401 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UD UD UD UD UD UD CTV CTV CTV X X X X X X X X X X X X X X X �� N S N 0.18 �� S 0.23 �� NORTH ( IN FEET ) 1 �� = ��. 10 0 10 F�� 10 20 30 C500 DRAINAGE EXHIBIT A. R�� A. R�� 1"=10' N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 BENCHMARK/BASIS OF BEARING BENCHMARK #1: C�� F�� C�� B�� 19-97 A� �� W�� E�� S�� S��, �� . E��=5022.56 BENCHMARK #2: C�� F�� C�� B�� 20-97 A� �� W�� E�� C�� A��, �� . E��=5046.97 B�� B�� B�� B�� E�� L�� N�� Q�� C�� S�� 15, T�� 7 N��, R�� 69 W��. (A�� B��) NOTES: 1.REFER TO THE "DRAINAGE LETTER REPORT FOR SHIELDS & PLUM GREEK HOUSING" BY NORTHERN ENGINEERING, DATED �MARCH 5, 2014� FOR ADDITIONAL INFORMATION.� � BASIN DESIGNATION BASIN AREA (AC) PROPOSED MODULAR BLOCK PAVERS FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION UD PROPOSED UNDERDRAIN A 0.67 B�� B�� A�� (��. ��.) T�� T�� LID ? P�� N 7785 N�� 0% S (R��) 2387 I�� G�� 13% S (P��) 375 P�� P�� 2% T�� 17971 - - 15% LID SUMMARY TABLES: P�� A�� (��. ��.) LID ? P�� T�� C��/A�� 691 �� 65% P�� P�� 375 �� 35% T�� 1,066 - 100% 1. P�� "��/��" �� . 2. O�� . DEVELOPED RUNOFF SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C2 C10 C100 2-�� T� (��) 10-�� T� (��) 100-�� T� (��) Q2 (��) Q10 (��) Q100 (��) N N 0.18 0.65 0.65 0.81 5.0 5.0 5.0 0.3 0.6 1.4 S S 0.23 0.84 0.84 1.00 5.2 5.2 5.1 0.6 1.0 2.3 N�� P�� R�� A�� A�� T�� T�� T�� P�� 1066 375 P�� P�� 35% - 3052 1909 I�� G�� 63% UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '��. C�� . R C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %GENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. 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 SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. DRAIN BASIN INSTALLATION (PAVED AREAS) DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 3-29-06 DRAWN BY EBC 3-29-06 CJA 5 ADAPTER ANGLES VARIABLE 0� - 360� ACCORDING TO PLANS 8" MIN. THICKNESS GUIDELINE INCLUDE SUMP INSERT 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURE RECOMMENDATION 3 VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN:2812AG _ _ X 4 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 1 2 INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 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. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - 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 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299CGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE LIGHT DUTY 1299CGPB 7001-110-205 DOME N/A 1299CGD 7001-110-206 DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 12" MIN WIDTH GUIDELINE �NOTE�: CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES. �NOTE�: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120 90 60 A C D E B SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. 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 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 DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O L Y N D U C T I L E I R O N T S A L P O L N Y D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A� RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - 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 DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA 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. 8-10-00 CJA TYPICAL INSTALLATION OPTIONS NOT TO SCALE PRIVATE UNDERDRAIN CLEANOUT 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" 12" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE VARIES (REFER TO STORM DRAIN PLAN) INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90� SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN � .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 207 C401 DRAIN BASIN INSTALLATION (LANDSCAPED AREAS) 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA 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. 9-30-99 CJA NOTE: 1. ALL DRAINS SHALL INCLUDE SUMP INSERT 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.) S�� 1/4"/F�. 1' ��. (F.C.) 48:1 ��. 4:1 ��. E�� F�� 1' ��. 2' ��. 1/4"/F�. 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.) F�� T�� 2' ��. (L) NOT TO SCALE 108 C400 SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL S�� 1/4" �� . NOTE: C�� 10' �� R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" �� . INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" E�� J�� DETACHED SIDEWALK DETAIL V�� L�� S�� 1/4" �� . 2' ��. S��: M�� 1 4"/�� M�� 3"/�� CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 STANDARD SIDEWALK S�� D�� LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. S�� 3. T�� R�� & C�� . 6" 6" R�� D�� S�� A�� S�� 1/2" E�� J�� M�� 1/2" E�� J�� M�� 2. F�� , ��. ��. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" A�� S�� T�� S�� B� 6" ��. M��. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" C�� VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING R7-8 R7-8 R7-8 REVISION NO: 1 DATE: 03/01/02 HANDICAP PARKING REQUIREMENTS (AS PER "ADA") STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 1407 DRAWING HANDICAP PARKING NOT TO SCALE NOT TO SCALE 104 C400 110 C400 NOT TO SCALE �NOTES: �1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL DESIGNED BY A LICENSED GEOTECHNICAL ENGINEER. 2.REFER TO PLANS BY TB GROUP FOR ADDITIONAL HARDSCAPE INFORMATION. 3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. 4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET. LIGHT DUTY PAVING CONCRETE �PAVEMENT SECTION� HEAVY DUTY PAVING APPROVED SUBGRADE APPROVED SUBGRADE PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) 5" CONCRETE 6��" CONCRETE 24" 10" 2" 4" 3"-8"" AQUA-BRIC PAVER (3��" DEPTH) TM CONCRETE/ ASPHALT CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC 24"-36" SUBGRADE SUB-BASE COURSE (NO. 2) BASE COURSE (NO. 57) BEDDING COURSE (NO. 8) PERMEABLE PAVER EDGE RESTRAINT �24" EDGE RESTRAINT� 3" CLR �PERMEABLE PAVER SECTION � 2" BEDDING 27"-38" SUB-BASE SUB-GRADE ��" JOINTS HAND TIGHT 4" BASE AQUA-BRIC (3��" DEPTH) 4000 PSI CONCRETE NOT TO SCALE 109 C400 PERMEABLE PAVER SECTION (ABUTTING PAVEMENT) 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� NOT TO SCALE 107 C400 PRIVATE OUTFALL VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" 1'-6" 1 1/2" 6" 1" 6" 6" 4 1/2" 12" NOT TO SCALE 106 C400 PRIVATE INFLOW VERTICAL CURB & GUTTER 1" 2' 6" NOT TO SCALE 107 C400 2' CONCRETE PAN NOT TO SCALE 106 C400 SPEED BUMP 3' 3" EASEMENT EXISTING 3' UTILITY EASEMENT �� 805 �. �� , �� 80521 EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA W UD UD UD UD UD UD EXISTING 9' UTILITY EASEMENT TRASH �� 1109 �. �� , �� 80521 EXISTING BUILDING FFE=32.23 UD UD UD UD C300 GRADING & UTILITY PLAN A. R�� A. R�� 1"=10' 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 NORTH ( IN FEET ) 1 �� = ��. 10 0 10 F�� 10 20 30 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0% EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER EXISTING WATER MAIN W EXISTING SANITARY SEWER SS PROPOSED STORM SEWER EXISTING FIRE HYDRANT H Y G T E EXISTING STORM SEWER ST EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING LOT LINE EASEMENT LINE PROPOSED ASPHALT PATCH PROPOSED PERMEABLE PAVERS EXISTING RIGHT OF WAY TM NOT TO SCALE PERMEABLE PAVER OUTFALL EXTEND FABRIC AND GEOMEMBRANE 24"-36" �NOTES: �1.FIELD WELD PIPE BOOT TO GEOMEMBRANE. 2.PROVIDE BUTYL TAC TAPE BETWEEN PIPE AND BOOT. 3.SECURE BOOT WITH STANLESS STEEL BAND CLAMP. 4.FOLLOW MANUFACTURER AND IAGI INSTALLATION RECOMMENDATIONS. 1.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 2.DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 3.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 4.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 5.GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 6.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 7.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 8.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 9.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 10.BASE BID PAVERS SHALL BE AQUA-BRIC (ASHLAR) BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45 HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 11.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 12.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. PAVER NOTES: PAVER SUBGRADE PLAN 10 0 10 F�� 10 20 30 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 LEGEND: PROPERTY BOUNDRY EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.PAVEMENT SECTIONS TO BE DESIGNED BY A LICENSED GEOTECHNICAL ENGINEER. 4.REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. PROPOSED CURB & GUTTER ASPHALT PAVING EXISTING ROW NON-VEHICULAR HARDSCAPE PERMEABLE PAVERS PROPOSED FLUSH CURB EXISTING BUILDING PLUM STREET SHIELDS STREET EXISTING 5' UTILITY EASEMENT EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING 12' UTILITY EASEMENT EXISTING 3' UTILITY EASEMENT �� 805 �. �� , �� 80521 EXISTING ACCESS & EMERGENCY ACCESS EASEMENT EXISTING 5' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA �� 1109 �. �� , �� 80521 N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 C100 DEMOLITION PLAN EXISTING CONDITIONS & A. R�� A. R�� 1"=10' 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 NORTH ( IN FEET ) 1 �� = ��. 20 0 20 F�� 20 40 60 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: 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.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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION. �7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. 8.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC LOWERING (OR RE-ROUTING) WITH THE RESPECTIVE UTLITY PROVIDER(S).� EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR H2O G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) N�� E�� S��, I��. P�� N�. 970-001 D��: O�� 28, 2013 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� SAWCUT LINE N�� 2 �� . A� �� , � ��-�� . 12. T�� D�� . I� ��, �� . 13. T�� 4.5 �� 5.5 �� W�� U��. 14. A S�� C�� D�� W�� D�� P�� , ��, �� U�� S��. 15. T�� D�� C�� P�� S�� W�� D�� (C�� C�� D�� H��, W�� Q�� C�� D��, (303) 692-3590), �� S�� W�� M�� P��, �� E�� C�� P��. 16. T�� C�� F�� C�� . M�� (�). 17. P�� C�� F�� C��, �� , �� , �� S�� U�� D��. C�� S�� U�� D�� . F�� , �� S�� U�� D�� D�� A��. 18. T�� C�� F�� C�� D�� , �� , �� C�� F�� C�� , ��, ��/�� . 19. A�� " D�� L�� R�� P�� & S�� G�� H��" �� M�� 5, 2014�� N�� E�� . 20. T�� E�� C�� P��. A�� D��, �� . 21. T�� D�� . M�� 24 �� (�.�. �� , �� -�� , ��.) �� C�� F�� C�� . 22. N� �� R��-��-W�� R��-��-W�� P�� D�� C�� P�� , �� . 23. T�� D�� . 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T�� D�� , �� , �� (1) �� , �� (1) �� , �� . 38. I�, �� , �� , �� D�� D�� C�� F�� C�� E�� . 39. T�� D�� -�� , �� L�� C��'� I�� . U�� , �� (�) �� C�� F�� C�� E��. 40. T�� D�� , �� , �� (2) �� . T�� : C�� F�� C�� B��19-97 A� �� W�� E�� S�� S��, �� . E��=5022.56 NGVD 29 (U��) C�� F�� C�� B��20-97 A� �� W�� E�� C�� A��, �� . E��=5046.97 NGVD 29 (U��) B�� B�� B�� B�� E�� L�� N�� Q�� C�� S�� 15, T�� 7 N��, R�� 69 W��. (A�� B��) 41. A�� . 42. D�� , �� , �� , ��, ��, ��, �� , ��, ��, �� , �� , �� D��'� ��, �� , �� /�� C�� O��. 43. W�� , �� . T�� C�� F�� C�� C�� I�� . P�� C�� F�� C�� S�� R�� S��. T�� . A�� -�� . I� �� , �� , �� , �� . T�� L�� C�� E�� /�� C�� F�� C�� I�� . 44. U�� , �� , �� , �� , �� . 45. S�� H�� "T" ��. 46. A�� C�� F�� C��, �� . 47. T�� C�� F�� C�� , �� , �� : N.A. 48. A�� V�� : �. N�� CONSTRUCTION NOTES A. G�� E�� C�� N�� 1. T�� -�� (24) �� . 2. T�� -�� . 3. A�� (��, ��, ��, ��). A�� , �� , �� . 4. A� �� , �� D�� -�� . T�� D�� . 5. P��-�� . R�� (�) �� , �� . 6. 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T�� AWWA 901, NSF S�� 61 �� ASTM. T�� HDPE �� SDR 9 �� 200 ��. S�� . T�� HDPE ��, �� . T�� C�� W�� D�� 25. N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 I �� , �� C�� F�� C�� S�� C�� , ��; �� I �� . ��, �� I �� . T�� C�� F�� C�� . T�� , �� C�� F�� C�� E��, �� C�� F�� C�� . F��, �� . T�� C�� F�� C�� . DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: BENCHMARK #1: C�� F�� C�� B�� 19-97 A� �� W�� E�� S�� S��, �� . E��=5022.56 NGVD 29 (U��) BENCHMARK #2: C�� F�� C�� B�� 20-97 A� �� W�� E�� C�� A��, �� . E��=5046.97 NGVD 29 (U��) B�� B�� B�� B�� E�� L�� N�� Q�� C�� S�� 15, T�� 7 N��, R�� 69 W��. (A�� B��) ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: N�� 21, 2008 ADDITIONAL FIELD SURVEYS: NORTHERN ENGINEERING SERVICES DATE: D�� 2008; A�� 2011 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: C000 C001 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� COVER SHEET GENERAL & CONSTRUCTION NOTES C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 PAVING PLAN C300 GRADING & UTILITY PLAN C400-C401 CONSTRUCTION DETAILS C000 COVER SHEET A. R�� A. R�� NA 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 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� J�� B�� TB G�� 444 M�� A�� B��, C�� 80513 (970) 532-5891 SITE ENGINEER SURVEYOR N�. R��: B�: D��: REVIEWED BY: N. H�� DESIGNED BY: DRAWN BY: SCALE: DATE: MARCH 5, 2014 PROJECT: 970-001 S�� O� 8 S�� PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 ��.��.�� MARCH 5, 2014 SUBSURFACE UTILITY LOCATES** C500 DRAINAGE EXHIBIT