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HomeMy WebLinkAboutDocument Markups - Utility Plan - 03/15/2019 1 NORTH ° OWN - . . - . . . . . . . . . _ . . _ . . - . . - . . - . . - . . - 29- 30 0 30 60 90 Feet _ I- _ . . . _ - _ W. ELIZABETH STREET (IN FEET) �•� �' �` 1 (ROW VARIES) 1 inch 30 ft._ so Will me/so - -� - � �'� � � � __ r � it nll „"il ram- - _ rn 100-YR FLOODWAY ,,,LLu- -�� 1 n� - - (PER CSU CLOMR) I C 1 00 �i�01 4 o. p O o U) --- o > o00 N 4 I i 1221 W. 00 i i I ELIZABETH ST. J u I 00 I � 100-YR FLOODPLAIN • (PER CSU CLOMR) \ / KEYMAP NTS LEGEND: ° JDH2 INVESTMENTS LLC I z I PROPERTY BOUNDARY 1305 W. ELIZABETH ST. GLEASON/WESTSIDE EXISTING RIGHT-OF-WAY - - u o a.� J INVESTMENTS - _ _ _ I NICOL CAMPUS EXISTING LOT LINE � E o -a - ;` � LLC - - - - ems, � - R � r � N i WEST LIMITED EXISTING MAJOR CONTOUR - -5015- - - - - N ° - N o co .-• � (n � � � azcn 1301 W. EXISTING MINOR CONTOUR -5013- - - - ELIZABETH ST. I' 1213 W. EXISTING STORM SEWER o a �°o o o 0 own 5'UTILITY I•I EXISTING ELIZABETH ST. EXISTING SANITARY SEWER SS a I ° �.N w EASEMENT I• CONCRETE PAN / EXISTING WATER w' ~ r- O- C° @ a C° EXISTING UTILITY MH I I / EXISTING GASLINE W EXISTING UTILITY MH '" � f I -- EXISTING FENCE X 1Z I I T , > W / / \ ` -_ EXISTING ELECTRIC VAULT m 0 � T / EXISTING EXISTING FIRE HYDRANT N i- G BUILDING - Uj O / TO BE REMOVED - - EXISTING VALVELL N pd W s As EXISTING WATER METER ` o � z EXISTING TELEPHONE PEDESTALul ❑T \ _ 1 I 5'UTILITY , / ` - - EXISTING TREES(TO REMAIN) O z 00 EASEMENT w 1 ) i Cn EXISTING TREES(TO BE REMOVED) 1 - - NW PHILLIPS DAVID J LIVING I I l _ — E � " ' 3 I I EXISTING CONCRETE TO BE REMOVED I _ NMITRUST (.615) 1335 W. ELIZABETH ST. 160 I �— — — z I ' I o00 I,__ I EXISTING ASPHALT TO BE REMOVED m O0 EXISTING BUILDINGS `w �' � I 1 z� I I \ \\ 00 TO BE REMOVED EXISTING UTILITY MH /- - \ } I II // I II o i y �. w I Fes' LLI X — . . — . . . — . . . — . (PER CSU CLOMR) a� X X X _ E �� _ ( 100-YR FLOODWAY I I \I \ C T T_ X /1= Ji �\ �/ I \' (PER CSU CLOMR) O EXISTING BUILDING 5'UTILITY EASEMENT NOTES. w / \ TO BE REMOVED o p GAS I \ \ I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN N Q 1 � } EXISTING UTILITY I / SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY iv b z U) THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING LLi L Q TO BE REMOVED Q I : /w NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND Q m p II EXISTING 4'SIDEWALK I I w / UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. o a� Q TO BE REMOVED I I u, ® I 5031- yam, ti rG l / I EXISTING BUILDING ; s 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, � /• I � 1 TO BE REMOVED \\ I \ / © I a� AND DISPOSAL OF ALL FACILITIES AND MATERIAL. m S 10'UTILITY EASEMENT i ±45'FL-FL L I °� / = 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, o o m (TO BE VACATED 1 " U o w� � EXISTING UTILITIES / c RE-USE,AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN W z o z o BY THIS PLAT) I � z) s TO BE REMOVED - o c� � \ a � w -�}�— c PARTICULAR, DEMOLISHED CONCRETE,ASPHALT,AND BASE COURSE SHOULD BE RECYCLED IF p -Cl)o' Q� �� EXISTING TREE ` ' I �, POSSIBLE.THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION w Of f EXISTING-4 \ I. I \� TO BE REMOVED I L, THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED m o m V 4 EXISTING TREE i 10"WATER 1 I EXISTING (TYP.) (TYP.) \ I I � � ,: I I AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT \ I , WATER SERVICE EXISTING 5'SIDEWALK (970)482-1249. REMOVED TO BE REMOVED EXISTING UTILITY w� TO BE a TO BE REMOVED I R 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. / v I C / x EXISTING 8 WATERSERVICES , ' � i 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. I � � SANITARY SEWER ! _ a TO BE REMOVED ` 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE - CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR 0 . . - . ..� �'"• ' .° � STANDARDS. I - . . . - . . . -. .. - / �� � G I EXISTING DRIVEWAY \ \ \ _ _ 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. TO BE REMOVED I \ —SS SS S SS SSA _ 5S gS SS ` COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE 06 — — \ — \ UNIVERSITY AVENUE - `S= SS SS SS SS S — COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN o EXISTING o �r - _ PROPOSED - FOR ADDITIONAL INFORMATION. wv WATER SERVICE ' a, v o�h �k' (EXISTING 60' ROW) ' -SAWCUT(TYP.) - - EXISTING DRIVEWAY _ co +I /q ,,p �50g5r TO BE REMOVED, 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT V TO BE REMOVED W W wv / wv 03Z i .J / wv (970)221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. -. . . _ . .. - ._ - p N, \ \ —. _ 9 _ wv •- • • - . - . .. -� __ _ _ _ _ _ � � � NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN O a - - ` - - - - - - - - - - - ISSUED BY THECITY. THIS INCLUDES, BUT IS NOT LIMITED,TO THE DEMOLITION OF STRUCTURES AND _ o l - - THE REMOVAL OF TREES. J / - - - - - _ _ _ - - - Z/ \ APPROXIMATE LOCATION - H o EXISTING 6"WATER � 20 ®• - - � \ 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) N ® WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING = Q Z I EXISTING FH �. SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE EXISTING FH SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND,THE CITY WILL X 7 z O N COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER L ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. _ 11. CURB GUTTER,AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. Z 0 O o 0 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. O ^ O o � V b W 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS,WATER,AND SANITARY SEWER SHALL BE Z a REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR C REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 7� Q G g ? TREE PROTECTION NOTES: FIELD SURVEY BY: 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN Z W 0 0o ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE a n Q o 0 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER 8. THE INSTALLATION OF UTILITIES,IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING FLATIRONS, INC. ORIGINATING MAIN TO THE EXISTING BUILDING. �J, ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. EXCAVATION DEEPER THAN SIX(6)INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT PROJECT NO. 18-71,080 City Of Fort Collins, Colorado m y g SYSTEM OF PROTECTED EXISTING TREES ATA MINIMUM DEPTH OF TWENTY-FOUR(24)INCHES.THE DATE:APRIL 2018 UTILITY PLAN APPROVAL 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC C u 0 0l 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,THERE SHALL BE NO CUT OR FILL OVER A AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE(OUTER BARK)AND IS SCALED FROM SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY G ' $ FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: O 4 DISTURBANCE. ADDITIONAL SURVEY: VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL Uj TREE DIAMETER AT BREAST AUGER DISTANCE FROM NORTHERN ENGINEERING SERVICES APPROVED: EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVEEn J 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY HEIGHT(INCHES) FACE OF TREE(FEET) PROJECT NO. 1560-001 City Engineer Date ALL EXISTING METERS. STANDARDS.TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A DATE:OCTOBER 2018 j o CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 0 2 1 SUBSURFACE EXPLORATION BY. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION CHECKED BY: o 3-4 2 AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND o 4. PRIOR TO AND DURING CONSTRUCTION,BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 5-9 5 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE m EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR(4)FEET IN In $ HEIGHT,SECURED WITH METAL T-POSTS,NO CLOSER THAN SIX(6)FEET FROM THE TRUNK OR ONE-HALF 10-14 10 TERRACON CONSULTANTS, INC. COLORADO REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE ('/)OF THE DRIP LINE,WHICHEVER IS GREATER.THERE SHALL BE NO STORAGE OR MOVEMENT OF 15-19 12 GEOTECHNICAL ENGINEERING REPORT CHECKED BY: COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY 0 o EQUIPMENT,MATERIAL,DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. OVER 19 15 LOMBARDY STUDENT HOUSING • Stormwater Utility Date UTILITY DEMOLITIONS. i I FORT COLLINS,COLORADO o 0 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT,THE APPLICANT SHALL PREVENT THE CLEANING 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) / CHECKED BY: 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET W TERRACON PROJECT NO.20185115 w OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING a OILS,SOLVENTS,ASPHALT,CONCRETE,MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, DATE:NOVEMBER 6,2018 Parks & Recreation Date LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT �' THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REVISED:DECEMBER 3,2018 COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. Sheet X REMOVAL AND CONSTRUCTION APPLY. CHECKED BY: 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE �7 6. NO DAMAGING ATTACHMENT,WIRES,SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Know what's below. //�� o Traffic Engineer Date 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE O O a 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. o 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR Call before you dig. REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. LAND CLEARING AREAS,ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE"RIBBONED OFF," CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. (G)(3)ABOVE.THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) 3 Of 18 FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 1 W. ELIZABETH STREET I NORTH ° G G OWN (ROW VARIES) w E • " - • •� -�_ . • � 30 0 30 60 90 Feet ' ST ST � 0 IN FEET) 117 1 inch= 30 ft. -- - rri i - - - -100-YR FLOODWAY \\ \ / _ 1 \ I 100-YR FLOODPLAIN (PER CSU CLOMR) (PER CSU CLOMR) LLI - C100_ - C101 o 1 I L EXISTING II - � STORM DRAIN _..------- v o '> • op - - l00 �LL \ NICOL CAMPUS WEST \ 1205 W. ELIZABETH ST. A s : IsT �� t n I I T . I EXISTING / / A STORM INLET I 1 KEYMAP LL F CD ' ® NTS I I � \ I I I i LEGEND: ° M / PERTY BOUNDARY EXISTINGRIGHT-OF-WAY = ' ' ' � o � a EXISTING LOT LINE - - - - ° " E c ° °' c l I - @ � L N N U @ � � to NICOL CAMPUS � • d N i d U WEST LIMITED 7 EXISTING MAJOR CONTOUR - - - - -5015- - - - - N ° N o U I I I EXISTING MINOR CONTOUR -5013- - - - 3 > o @ - o h an 1213W. 0Eoo � o0 @ N @ N EXISTING STORM SEWER E � .� o �.U5 0- ELIZABETH ST. EXISTING 2 2 w CONCRETE PAN i - 5'UTILITY EXISTING PROPOSED I I EXISTING SANITARY SEWER SS N o S @ T N o S STORM DRAIN �°EXISTING WATER W �•i I EASEMENT (PRIVATE) SAWCUT(TYP.) :4 �' I w ° @ w EXISTING GASLINE G *lipe � EXISTING FENCE X IN MH C. CO. G/ /\ MH MH C.O. i - C.O, 'W ! . / - - - - - E T-- - - E L.-I- - G G G C Q. �G G G - - - i �,; y /, - _ F EXISTING ELECTRIC VAULT !�-� S =F _ - F I z d ou EXISTING FIRE HYDRANT EXISTING VALVE N D4 WAT s so 15'STORM WATER \ 0 / I I II (EXISTING U SIDEWALK EXISTING WATER METER W w EASEMENT I I� 15'UTILITY TO BE REMOVED O IBY THIS PLAT) 5'UTILITY EASEMENT EXISTING TELEPHONE PEDESTAL ❑T z s s I EASEMENT I (TO BE VACATED I I 0r.0 N s f \ (TO BE VACATED BY THIS PLAT) 0 ,f, BY THIS PLAT _ I 0 1 ) I I EXISTING TREES(TO REMAIN) z o k�, zw XIST\ NG CURB 50 �� TO BEI REMOVED ° u I EXISTING TREES TO BE REMOVED cn `�` S UTILITY I ( ) _ EASEMENT I �s TO BE VACATED BY THIS PLAT) � ` � �� 50 6• '� / ,/ / A �`�"'� � �� \ � %` �� �� I EXISTING CONCRETE TO BE REMOVE 00 D r ' SC" � Cn ° I I S�? ,I r� - - I o.c / �l I e\I { I W j EXISTING ASPHALT TO BE REMOVED Ifr/���//� I'll 1 o z _ 2 15'UTILITY I I w 0 J o> EASEMENT I I � "J BY BH S PLAT) EXISTING MONITORING WELL I � 100 YR FLOODPLAIN w TO BE REMOVED(TYP.) I� (PER CSU CLOMR) o CO (D 100-YR FLOODWAY _ EXISTING UTILITY Xx ! I W z (PER CSU CLOMR) x _ 1 I TO BE REMOVED I = � ° W _ NOTES: Ld l I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN N a EXISTING PARKING LOT III�� 5'UTILITY I I SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY z w_0Q 29 TO BE REMOVED THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING i;i _j� 10'UTILITY EASEMENT NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND Q m v II EAS TO BE VACATED UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. Ld r E MENT ( I o Ld cn f Q (TO BE VACATED sa BY THIS PLAT) . u EXISTING UTILITY z / TO BE REMOVED BY THIS PLAT) I / �� I �. I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. m 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, F o o m I I RE-USE,AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN w z o z EXISTING UTILIT o Y � 3 03 TO BE REMOVED // IR �\ I f2T FL-FL PARTICULAR, DEMOLISHED CONCRETE,ASPHALT,AND BASE COURSE SHOULD BE RECYCLED IF p U-)m Q f D4 POSSIBLE.THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION Cr w O . THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED BE o m o CD UTILITY I - - - - \ TO REMOVED I - I \ J Y U AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT \ - A / / = L 1 (970)482-1249. EXISTING TREE \\ i _ _ - / I 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. TO BE REMOVED - EXISTING /, `\�I��� 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. WATER SERVICES �I�� (TYP.) - pil UN IVE AVENUE 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE < RSITY CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR EXISTING DRIVEWAY (EXISTING 60' ROW) �� - - - STANDARDS. - - -� I� E -� - EXISTING 8" TO BE REMOVED � SANITARY o CV_ I _ _ _ ___ _ \ 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. '-- ' ' _ _ __ ___ � \ SEWER _ w _ a SS W" -1 SSCOORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE _ S SS SS S SS \ S SS SS SS SS SS SS SS , SSSs Vo S I- COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN @ FOR ADDITIONAL INFORMATION. EXISTING DRIVEWAY - \ EXISTING DRIVEWAY TO BE REMOVED. I- - _ _ _ _ TO BE REMOVED So29 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT 7 L y"! \ PROPOSED G - - -� -- - - - I (970)221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 7 U) `so SAWCUT(TYP.) _ - R \ __ z Ih1 W 3� 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN '^ O Q W APPROXIMATE INCLUDE BUT IS NOT LIMITED, O THE DEMOLITION OF STRUCTURES AND V J _ � TE LOCAT ON ISSUED BY THE CITY THIS S B T C G A I THE REMOVAL OF TREES - . . G e . . . - . . - . . . EXISTING FH • E \ G G 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) o G APPROXIMATE LOCATION WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING a \ I SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE 1 EXISTING 6"WATER Q SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND,THE CITY WILL N 4 COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER z Z 0 o APPROXIMATE LOCATION I ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 0 EXISTING FH � Q DUB 11. CURB GUTTER,AND SIDEWALK SHALL BE REMOVED TONE NEAREST JOINT. 7 - a 'S L o s 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. O ^ 0 o Vb W 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS,WATER,AND SANITARY SEWER SHALL BE Z a REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR C o REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 7� Q G g ? TREE PROTECTION NOTES: FIELD SURVEY BY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN Z W 03 0o ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE a n Q o 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER 8. THE INSTALLATION OF UTILITIES,IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING FLATIRONS, INC. ORIGINATING MAIN TO THE EXISTING BUILDING. ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. EXCAVATION DEEPER THAN SIX(6)INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT PROJECT NO. 18-71,080 City Of Fort Collins, Colorado m y 0 SYSTEM OF PROTECTED EXISTING TREES AT MINIMUM DEPTH OF TWENTY-FOUR(24)INCHES.THE DATE:APRIL 2018 UTILITY PLAN APPROVAL 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC C u 0 0 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,THERE SHALL BE NO CUT OR FILL OVER A AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE(OUTER BARK)AND IS SCALED FROM SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY G ' `$ FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 0 4 - DISTURBANCE. ADDITIONAL SURVEY: VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL Uj TREE DIAMETER AT BREAST AUGER DISTANCE FROM NORTHERN ENGINEERING SERVICES APPROVED: EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVEEn J 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY HEIGHT(INCHES) FACE OF TREE(FEET) PROJECT NO. 1560-001 City Engineer Date ALL EXISTING METERS. STANDARDS.TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A DATE:OCTOBER 2018 j o CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. O 2 1 SUBSURFACE EXPLORATION BY. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION CHECKED BY: S 3-4 2 AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND o 4. PRIOR TO AND DURING CONSTRUCTION,BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 5_9 5 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE m EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR(4)FEET IN In a.$ HEIGHT,SECURED WITH METAL T-POSTS,NO CLOSER THAN SIX(6)FEET FROM THE TRUNK OR ONE-HALF 10-14 10 TERRACON CONSULTANTS, INC. COLORADO REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE ('/)OF THE DRIP LINE,WHICHEVER IS GREATER.THERE SHALL BE NO STORAGE OR MOVEMENT OF 15-19 12 GEOTECHNICAL ENGINEERING REPORT CHECKED BY: COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY 0 0 EQUIPMENT,MATERIAL,DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. OVER 19 15 LOMBARDY STUDENT HOUSING • Stormwater Utility Date UTILITY DEMOLITIONS. i 1 FORT COLLINS,COLORADO o 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT,THE APPLICANT SHALL PREVENT THE CLEANING 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) / CHECKED BY: 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET � TERRACON PROJECT NO.20185115 w OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING � SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, DATE:NOVEMBER 6,2018 Parks & Recreation Date LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT a OILS,SOLVENTS,ASPHALT,CONCRETE,MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF �' THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REVISED:DECEMBER 3,2018 COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. Sheet X REMOVAL AND CONSTRUCTION APPLY. CHECKED BY: 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE �7 F(D 6. NO DAMAGING ATTACHMENT,WIRES,SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Know what's below. o Traffic Engineer Date 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE C 1 0 1 a 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. o 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR Call before you dig. REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. LAND CLEARING AREAS,ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE"RIBBONED OFF," CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. (G)(3)ABOVE.THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) 111 4 Of 18 FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 1 NORTH ° OWN 60 0 60 120 180 Feet (IN FEET) 1 inch= 60 ft. C301" 302 II - = c O I - O II o � --- o > o00 0 0 Q) 00, I I [ J00 I — I LL KEYMAP -- F NTS iJ _ FLOODWAY F 100-YR L = � — — (PER FL CLOMR) _ �� WEST ELIZABETH STREET J� _ LEGEND: z -- -- -- -- € �— - — EXISTING SANITARY SEWER w _ EXISTING WATER MAIN ST— CID _\ d U �� _ ,. PROPOSED WATER MAIN R = N @ N n i C WEST ELIZABETH STREET �` —_ � - - _ _ _ _ - PROPOSED SANITARY SEWER o ) a 0 �- - /) - mn PROPOSED SUBDRAIN 'uo� N o o N T - - - - EXISTING PROPOSED SEWER SERVICE S E C ' — -- 1 (PER CSU CLOMR) I PLAIN :x E � Q C N 0 - STORM DRAIN PROPOSED WATER SERVICE W o 2 > o N w a o i s .� o � co c 1 00 YR FLOODWAY a.:'•' ' � ` ._ > N o . ._ x.':;; PROPOSED FIRE SERVICE F E I_ = a a 1221 W. n (PER CSU CLOMR) f ° -�— _— w co ? ca w PROPOSED FIRE HYDRANT JDH2 INVESTMENTS LLC �i4LIZ,�BEI H T. NICOL CAMPUS WEST coNNEcr ro T : ,� EXISTING FIRE HYDRANT J EXISTING 3 PROPOSED FIRE DEPARTMENT CONNECTION FDC 1305 W. ELIZABETH ST. I 1205 W. ELIZABETH ST. A I STORM INLET o� 100 YR FLOODPLAIN f EXISTING r b� EXISTING STORM SEWER S (PER CSU CLOMR) STORM DRAIN PROPOSED STORM SEWER z M PRIVATE u , N - GLEASON/WESTSIDE (PRIVATE) `" INVESTMENTS NICOL CAMPUS PROPOSED a PROPOSED ELECTRIC E — o PROPOSED STORM DRAIN EXISTING ELECTRIC E W rn LLC WEST LIMITED STORMTECH CHAMBERS PROPOSED CABLE CTV s 1301 W. 1213 W. TILIT EASEMENT EXISTING CABLE CTV = W J ELIZABETH ST. ELIZABETH ST. PROPOSED FIBRE OPTIC FO G G a I EXISTING TELEPHONE T z PROPOSED GAS G— + N �x I I LL u u u 26'DRAINAGE,UTILIY, , CD n ,� ' T __ _ T &EMERGENCY ACCESS EASEMENT t.. EXISTING GAS G O 00 PHILLIPS DAVID J LIVING — — — — — — — — — — - - — — �� ® ,. PROPOSED CURB&GUTTER •, •.. 'TY'.. 'Y.. +J •• TRUST (.615) ' "`' •,: a '` PROPERTY BOUNDARY 5'UTILIY EASEMENT I i. ';.I•% yr ; .<• `` n ® PROPOSED FH ;' •�,�':;' ' ', .• 1 EXISTING LOTLINE 1335 W. ELIZABETH ST. 160 �' •' �` s Z PROPOSED _ -— — — —— — — - � w •� EASEMENT LINE � in A..' STORM DRAIN ;: '• a w w � PROPOSED ELECTRIC TRANSFORMER =w• _1n 8 _ s i 15'UTILITY I I o .a. j BLDG B � ,• EASEMENT—� �— CHURCHi CO °' 5'UTILITY 4 ,.:.,_ H ' I� 100-YR FLOODPLAIN(PER CSU CLOMR) z ;, I a BLDG 0 m , c� X EASEMENT 4: $ PROPOSED WATER 100-YR FLOODWAY(PER CSU CLOMR) o • ® . po�� ;:. FIRE SERVICES _ STORMTECH CHAMBER ISOLATOR ROW z 00 & •LLI \' 2 0 . ..,,. _• STORMTECH CHAMBER U �; - - -- - � •- � 9 '` PROPOSED W �w �:,PROPOSED WATER BLDG C § SANITARY SERVICE NOTES. O o �IIII� w - &FIRE SERVICES r' PROPOSED r . .r W �`= - > - IL �� ...J. SANITARY SERVICE : PROPOSED WATER M 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN BLDG A 7. 11 &FIRE SERVICES SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE W PROPOSED PROPOSED WATER EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW z TLL F ;•.. . • Wp' SANITARY SERVICE •...: � � � — PROPOSED -,. . ,... .. ^4 Eoc � I PR CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES � EXISTING �I ?:��; r &FIRE SERVICES SANITARY SERVICE ,� W SEv FH w ;• 10"WATER AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. OPO n. Y - _ CITY OF FOR - 9'UTILIY EASEMENT .,,... 2 PER THE FORT STANDARD • 9 c w;. . ^.:...r': : :. '' • ' •' ' •. .' • . . •. UTILITY EASEMENT ___ -- - CONSTRUCTION SPECIFICATIONS LATEST EDITION. �m v II� ' y Q� EXISTING 8" _ - 8"SERVICE? ILLQ w f °"SERVICE � ' •'•^ � �Q SS SS SS SS " + SANITARY SEWER SS 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. — — — _ SS SS SS SS UNIV RSITY AVENUE — — ,°SER"'°E — — — — ss ss —ss 8"SERVICE NIVERSITY AVENUE 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE 11 REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. m I ivW1V____ 5. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER U o o 0 m APPROXIMATE LOCATION a G APPROXIMATE LOCATION w I z D z a I MAINS,WATER MAINS,AND SERVICES. �(o � EXISTING 6"WATER I I APPROXIMATE LOCATION EXISTING FH p o Q EXISTING FH EXISTING FH EXISTING 6"WATER Of Lli APPROXIMATE LOCATION 6. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, [1- o m o m EXISTING FH I OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB,GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST 11 Q AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER �J OF ANY DISCREPANCIES. z Ui I 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. U SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. Q 0 0 cai ° 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF z O o SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. N Q 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC _ J LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. X 7 W 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND Uj 7 UTILITY PROVIDERS. `u 7 H o 5. THEPLUMBING CONTRACTOR SHALLTERMINATE UTILITY LATERAL 5' UT IDE F BUILDING7 o I NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO I J THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. O r^ 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE z LIGHTING. M 5 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL Z ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY Uj s g THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. City of Fort Collins, Colorado m > 01 0 UTILITY PLAN APPROVAL 18 PULL TAPE UAND LOCATE WIRE PER TIT PLACED BY THE HE SPECIFICATIONSOF EACH UTILITY TOR FOR CABLE,PHONE AND ECOMPANYRNET LL BE EQUIPPED WITH O 0 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE CHECKED BY: DEVELOPER. 0 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF q j COLORADO CHECKED BY: TRANSFORMER WITH APPROVED ELECTRICAL PLANS. o 0 • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. • CHECKED BY: THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. Parks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE ba FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's IJ@IOW. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. z o Traffic Engineer Date C300 Call before you dig. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK CALL2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 7 of 18 1 NORTH ° OWN 30 0 30 60 90 Feet (IN FEET) WEST ELIZABETH STREET _ _ - —� 1 inch= 30 ft. - - oONO - - - - � _ �E so • ----- - - -- - - i 100-YR FLOODWAY � C301�,,,� - - - - -- - --- - (PER CSU CLOMR) C302 J p � O o. O_` Ili ._ 000 � I — 1221 W. II ELIZABETH ST. U 1,41-]nF]F F' ® KEYMAP 100-YR FLOODPLAIN NTs go (PER CSU CLOMR) LEGEND: ° JDH2 INVESTMENTS LLC EXISTING WATER MAIN w 1305 W. ELIZABETH ST. GLEASON/WESTSIDE I I INVESTMENTS I EXISTING SANITARY SEWER SS u o NICOL CAMPUS PROPOSED WATER MAIN F�i E c - - c LLC � .2 � 3 -E r N i '0 aNi o PROPOSED SANITARY SEWER an N o ._ 1301 W. WEST LIMITED PROPOSED SUBDRAIN U N o U o � w uo� 3 I EXISTING C ao o o o ELIZABETH ST. 1213 W. PROPOSED SEWER SERVICE S CONCRETE PAN a� E c a) n PROPOSED 18"VERTICAL ELIZABETH ST. PROPOSED WATER SERVICE W E a a) ° �.N 2 a) INFLOW CURB&GUTTER a'ao �o C N o C 'ao 5'UTILITY PROPOSED FIRE SERVICE F - 2 @ a a PROPOSED EASEMENT PROPOSED PROPOSED ■ PROPOSED FIRE HYDRANT w m w STORMTECH CHAMBERS INLET PROPOSED UNDERDRAIN _ _ EXISTING FIRE HYDRANT INLET � PROPOSED FIRE DEPARTME NT CONNECTION FDC EXISTING STORM SEWER 00 o u u PROPOSED STORM SEWER z Un ^ 26'DRAINAGE, UTILITY, u u u^ � � u PROPOSED ELECTRIC E N &EMERGENCY ACCESS EASEMENT EXISTING ELECTRIC E � rn / — PROPOSED CABLE CTV WTF s EXISTING CABLE CTV = W 0 / e .. . :d:.• •`,4.. PROPOSED Z 5'UTILITY I d . ' • I, y C/ a.T y PROPOSED FIBRE OPTIC FO . ... r d. �::..'% FH EASEMENT O d �< d.' : ^• e` • ' " •:• N EXISTING TELEPHONE T N II ' PROPOSED PROPOSED Q PROPOSED GAS G 1..� INLET TRANSFORMER C N PROPOSED ROOF DRAIN (y) EXISTING GAS G O 0 CONNECTION ' " PROPOSED 18"VERTICAL PROPOSED 18"VERTICAL U PROPOSED CURB&GUTTER — — z o I o TFALL CURB GUTTER OU CU & OUTFACE CURB&GUTTER 14.14 LF 6 PVC PROPERTY BOUNDARY �a• S44°04'15"E I I n _ - EXISTING LOTLINECn I PROPOSED �-� '� � �' W STORM DRAIN EASEMENT LINE - — — — — — — — - . :: PROPOSED 18"VERTICAL - - —III lii it - -27] I I U G WWI PHILLIPS DAVID J LIVING 26'DRAINAGE, UTILITY, INFLOW CURB&GUTTER BLDG B `•, 00 PROPOSED ELECTRIC TRANSFORMER TRUST (.615) &EMERGENCY ACCESS EASEMENT 1 ❑ 100-YR FLOODPLAIN ■ o 1335 W. ELIZABETH ST. 160 I (PER CSU CLOMR) � ` . w 100-YR FLOODPLAIN(PER CSU CLOMR) z PROPOSED 100-YR FLOODWAY PER CSU CLOMR m 01 W ( ) • i TRANSFORMER ��', _ 0 / II F a V�/�� STORMTECH CHAMBER ISOLATOR ROW ��\ z 00 5'UTILITY PROPOSED AREA I STORMTECH CHAMBER o EASEMENT DRAIN BASIN w u, �o� I NOTES: a of O - - X X X X • ■ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN _ n I a >, ' T PROPOSED SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �. '•• 'dy. . d ,• DRAIN BASIN �_� �\d ��• � A.� > EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW - �� "d = = CONSTRUCTION, HE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES.... • . . �. , .O ,n: RUC N T S i..... - • �. •: d y d ` • d. • ' a: •d .. LL�.. AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. N CD GAS ! .• r . d.. . i t 4• - .4 d•� J N ., 4 • , 00 000 . : Q � „ 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD I;_i o Q PROPOSED ROOF DRAIN 15'UTILITY i CONSTRUCTION SPECIFICATIONS LATEST EDITION. <m Q II 1, I ■ 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. •;. z CONNECTION i EASEMENT a o� U f 0 a I (LU n l PROPOSED 4" 44 � :•...' Jo_ WATER SERVICE .•'A 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE I ��-- PROPOSED 6" .: `�� . �.a.• :.'•4 REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. m BLDG A o m FIRE SERVICE , ��. . .• ..• � �'.` •. I - - F Q': :'� IIIII ., :•' d.: . ••'"= 5. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER w oI LLI z C z ,y ' y } ,':i' MAINS,WATER MAINS,AND SERVICES. w PR P ED 4 o om —0 m I O OS - . 6. REFER TO THE PLAT FOR LOT AREAS TRACT SIZES EASEMENTS LOT DIMENSIONS UTILITY EASEMENTS EXISTING W PROPOSED •" \ I WATER SERVICE : r OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. PROPOSED 8" TRENCH DRAIN er` .. �' PROPOSED 10" 10"WATER I :.• L J z la.• . SANITARY SERVICE . .�::= %.. PROPOSED 6" o y : . .:;.:•' SANITARY SERVICE t d ,. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE iz W I ;... < FIRE SE RING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR Q ::, - SERVICE �• ` e� '' CITY ENGINEERING Y I d 9'UTILITY EASEMENT F ':�} • , / ey •d ,� STANDARDS. — ••Z 8. ANY DAMAGED CURB GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION AS WELL AS STREETS Q W ' 9'UTILITY EASEMENT ON OF THI • ' :; a. :. �. . . : .•.., : . . _6�. . W SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION S .. : .. T. - PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO — — — — — '•. ° . THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. U I O G I I 8„SE VICE I I — . . _ . . . _ . . . _ . . .• ... .: . . � SS SS SS SS S SS gg SS �" S I w I 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO SS S'PROPOSED 4" SS SS SS SS I I —EXISTING 8" — I I PROPOSED 4" WATER METER 10"SERVICE INSTALLATION OR ORDERING OF MATERIALS. UNIVERSITY AVENUE PROPOSED — — 'WATER METER — — N 8"LI-NZ? CONNECTTO I _ �"^� � � Y�, SAWCUT(TYP.) SANITARY SEWER I I N � W I I W WV M� I I EXISTING MH 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST (11 AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEERWV �J O — — . . . _ . . . — . . . — . . . — N WVV�-- - - W W Wy wv N Hv WV= OF ANY DISCREPANCIES. z . . . . . . . . . . . . . . 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. — — SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. o S3 APPROXIMATE LOCATION H O 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF Z O Q oEXISTING 6"WATER INSTALL MH 20 ® SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. a a a EXISTING FH CONNECT CONNECT TO 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC ,� EXISTING 8" EXISTING FH CONNECT TO EXISTING 6"WATER LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. o, b SANITARY SEWER EXISTING 6"WATER N o CONNECT TO 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND 0 ■ EXISTING 6"WATER UTILITY PROVIDERS.ILI � � LT 0 z 1 0 15, THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5'OUTSIDE OF BUILDING UNLESS o N NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO I J THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 00 M w � 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE � ` z LIGHTING. r Z 00 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL Z g ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY 9 g THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. Q City of Fort Collins, Colorado U m F ALL IT PLACED BY THE TOR R CABLE, RNET 18 UTILITY PLAN APPROVAL PULL TOAPEUAND LOCATE WIRE PER THECSPECIFOICATIONS OF PHONE EACH UTDILNTYECOMPANYLL BE EQUIPPED WITH �I o 0 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE CHECKED BY: DEVELOPER. 0 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF q j COLORADO CHECKED BY: TRANSFORMER WITH APPROVED ELECTRICAL PLANS. o 0 • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. • CHECKED BY: THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. Parks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE Cd FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's IJ@IOW. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. z0 Traffic Engineer Date o j Call before you dig. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK C301 CALL BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 8 of 18 1 NORTH ° OWN G G WEST ELIZABETH STREET 'w E - - - - - 30 0 30 60 90 Feet - ST ST c� ■ T T` -- -- -- � — - � IN FEET) ■ �. \IV 1 inch= 30 ft. S �I I 100-YR FLOODPLAIN C302 ���rrr • I r - (PER CSU CLOMR) EXIST NG C301" - I p N DRAIN STORM I IJ I i 4A .0 100-YR FLOODWAY I I (PER CSU CLOMR) 0 o0o f ■ �� NICOL CAMPUS WEST 4—sl I — 1205 W. ELIZABETH ST. A T I I CONNECT TO EXISTING • C STORM INLET ® KEYMAP NTS LID . f( I I i t ! LEGEND: z EXISTING WATER MAIN w PROPOSED , I I I I EXISTING SANITARY SEWER SS c o o c NICOL CAMPUS STORM DRAIN I I W G PROPOSED WATER MAIN - ° - C II I Na � � = � � oU WEST LIMITED PROPOSED SANITARY SEWER P n o ._ N b z ._ 1213 W. 20'DRAINAGE, UTILITY, a o -a " o 0 o 1A PROPOSED SUBDRAIN 'UDC 3 > o c� @ — o PROPOSED I I � I � �. � N .� o :o cn EXISTING STORMTECH CHAMBERS a ;: •I PROPOSED SEWER SERVICE S o ._ &EMERGENCY ACCESS EASEMENT I PROPOSED WATER SERVICE W E -0 Y N E o■ ELIZABETH ST. CONCRETE PAN - 2 > a) PROPOSED 18"VERTICAL EXISTING :...• o S o " N o PROPOSED 18"VERTICAL PROPOSED /J I PROPOSED FIRE SERVICE F ~ .N INFLOW CURB&GUTTER INLET PROPOSED E °0 = a a : °A \ r I I 5'UTILITY INLET INFLOW CURB&GUTTER UNDERDRAIN PROPOSED 2' - �: I I W ° m " W PROPOSED EASEMENT CONCRETE PAN - % ° I PROPOSED FIRE HYDRANT PROPOSED INLET a c.o. • PROPOSED 2' EXISTING FIRE HYDRANT INLET 46'DRIVE-OVER a co co �H c.o. �,.'* � 1! G G G G G SIDEWALK CULVERT PROPOSED FIRE DEPARTMENT CONNECTION FDc RB&GUTTER G - -- - - -- - - - - -- - - - 00 o -- - - - - ER z d m FO F F "' EXISTING STORM SEWER — - _ - - _ _ b I PROPOSED STORM SEW u u u^ u d•— 77F — . 7.- d - - - -�.- - - , - -F - s PROPOSED ELECTRIC JJ N N U U UD UD UD rU. U U U U^ U a ••.a .' LL I i, : E N • u" EXISTING ELECTRIC 26'DRAINAGE,UTILITY, - I : ` &EMERGENCY ACCESS EASEMENT '���L 26'DRAINAGE, UTILITY, ° ,• a • G I I I PROPOSED CABLE CTV w 14.14 LF 6"PVC &EMERGENCY ACCESS EASEMENT CN W - - —; -- - - - - - - _ f - _ EXISTING CABLE I PROPOSED :•. ... .... '. ...: "?� - - - - - - - - - - OPTIC FO i IIII I I = e '• L - .I I I PROPOSED FIBRE FH '• '.d d -. '.. - • •. �, PROPOSED d Q '• '•' d - !• TRANSFORMER EXISTING TELEPHONE T �a... , .d.•. ... .:•' . ' _ _ d - • , PROPOSED GAS G O ...-..+ .., .. • it — 1 N ` � �� •�l F I I I co ■ :...t.>..' :_.. PROPOSED •'. .. a % —� a -1 C o 4 . \ -•: •. PROPOSED 18"VERTICAL '- f . •• .. .. •.�,.. � � ;,.... '.;:.:�•- _ . .... . :. TRANSFORMER .a .: .. .. ... ., d - ii � .. .. : .: .. . ,. •� •S a :a ~• � EXISTING GAS G ..._ .• .� .I " , . •. I PROPOSED CURB&GUTTER - - U • �yi OUTFACE CURB&GUTTER p„ ,� .•; _ . , I o ■ PROPOSED AREA � :+lb1M/:/vf/1�} 1kUf9/1f11•d. • e ,. .. d, ROOF DPROPORAIN RY DRAIN BASIN ° '• - _ PROPOSED ROOF DRAIN 4 RAIN o I I PROPERTY BOUNDARY W d :4 (n CONNECTION < , d EXISTING LOTLINE W I % PROPOSED ROOF DRAIN r . • :ate CONNECTION �a. I CONNECTION EASEMENT LINE - - - - - - - - - w c _ n N.. 2 ° m r^ d LL I G I PROPOSED ELECTRIC TRANSFORMER _00 LLJ AD® A&� W I z U) . , � 100 YR FLOODPLAIN(PER CSU CLOMR) W ■ c o o LU a ' I I i I W 100-YR FLOODWAY(PER CSU CLOMR) o ® w I STORMTECH CHAMBER ISOLATOR ROW z CO N D fi �' • ' ° CHURCH I}- �' I i I (� STORMTECH CHAMBER 0" U Ld d BLDG d I i I o NOTES: fr LLI Ld A Cl �. - 0 Of J ■ I I I I . w • I I = 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN .0 • I U) 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 a a .., rn dp ,.. ., :. ,, , a ALL UNDERGROUND UTILITIES I H CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING A S AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. r w - I I : O N Q BLDG C Z J I PROPOSED 6" o N oo'. ` ® PROPOSED e T U_ F I I 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD I I�° J o Q w SANITARY SERVICE 17 �, 15'UTILITY y i.t, < 1 I � � UNDERDRAINS � � 1f ❑ ❑ I I CONSTRUCTION SPECIFICATIONS LATEST EDITION. Q m v^II �� ■EASEMENT al I I I I 0 L_ U)f D_Q 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. d . • ,, ,. .,�• ,••••• d �. .. PROPOSED 6" ! s I FIRE SERVICE I 4 REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDER AND ARE SUBJECT TO CHANGE IN THE FIELD m UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY EXACT LOCATIONS SHALL BE PER THE a i I d S • 7 ❑ ❑ ❑ ❑ ff PROPOSED 2 5" S A • ?` :: WATER SERVICE I MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER U 0 z o z o :: .... .., :r: PROPOSED I MAINS,WATER MAINS,AND SERVICES. �o O � - GREASE INTERCEPTOR U) Q • • i Of W O' d rl - w I I 6. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, D_ 0 m 0 m PROd FDC - PROPOSED 8 POSED 4" - .•. - ,r •b Y• �, .W F _ I OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. SANITARY SERVICE WATER SERVICE — S S C d. ■ 24'FL-FL ;;: :..?q .. . 9'UTILITY EASEMENT 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE ' AI •: PROPOSED PROPOSED 6" CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR .. R FIRE SERVICE o •� 4 ;': STANDARDS. d. GREASE INTERCEPTOR i°• / •. .... ':. ... , _ . �_' ANY DAMAGED CURB,GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION AS WELL AS STREETS 'd F F F - ---•' -r'j' y��,. .. •. .•.. -` � - � - � w SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS 9'UTILITY EASEMENT O O : , --- --- - PROPOSED 2.5" PROPOSED FH G PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE :•� �t.:..�... WATER METER G • - •d • -d,•' ,• • .• •,d d i•-•j ~ • d. UNIVERSITY AVENUE 8"SERVICE? 32.85 LF 6"PVC DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO d, • - E� :'• A. . -I PROPOSED I THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. d , UN SIT NU N00°57'15"E ', •• _ SAWCUT(TYP.) w - . . . - . . . - . . . - . . . - . . . - . . . : : .: •.~_ .� �' _ EXISTING I I I 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF W - - -- -- _ - SANITARY SEWER g SS SS SS W I CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO SS SS S SS I I SS 8S SS SS SS SS SS S SS Vv - INSTALLATION OR ORDERING OF MATERIALS. 8"SERVICE I I PROPOSED 4" - - WATER METER _ - - - - . - . . ' ' 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST �11 I I AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER (D G R I OF ANY DISCREPANCIES. z Gi UNIVERSITY AVENUE — — {� IN - W - . .. CONNECT TO INSTALL MH \ I 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. U) W I EXISTING 6"WATER CONNECT TO \„I SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. - . . . - . ..- .. . - Q a o - " ' - G EXISTING 8" 1 l'a 0i p! APPROXIMATE LOCATION -T - J G G SANITARY SEWER 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF Z O Q G EXISTING FH c a c'�_ CONNECT TO SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. N < INSTALL MH APPROXIMATE LOCATION EXISTING 6"WATER CONNECT TO CONNECT TO EXISTING 6"WATER 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC _ n EXISTING 8" EXISTING 6"WATER LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. �+ N ■ APPROXIMATE LOCATION SANITARY SEWER Z CONNECT TO EXISTING FH I 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND X W ■ EXISTING 6"WATER UTILITY PROVIDERS. Q 7 o 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5'OUTSIDE OF BUILDING UNLESS Z o N NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO I J N W I THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. O 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE V J `} < 00 LIGHTING. 7� o 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL L g ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY L.L 9 g THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. Q City of Fort Collins, Colorado U m F UTILITY PLAN APPROVAL 18 PULL TOAPEUIT PLACED BY THE AND LOCATE WIRE PER THECTOR SPECIFOR CABLE,ICATIONS OF PHONE EACH UTDILNTYERNET COMPANYLL BE EQUIPPED WITH �I o 0 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE 0 0 CHECKED BY: DEVELOPER. CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF q j COLORADO CHECKED BY: TRANSFORMER WITH APPROVED ELECTRICAL PLANS. o • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. • CHECKED BY: THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 'a wParks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE ba FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's IJ@IOW. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. zo Traffic Engineer Date o j Call before you dig. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK C302 CALL BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 9 of 18 CLEARANCE REQUIREMENTS FOR PAD-MOUNTED TRANSFORMERS NONCOMBUSTIBLE WALLS Included in this construction class are wood framed brick veneered buildings, metal clad steel framed buildings, asbestos cement board walled metal framed buildings, and masonry buildings with one hour fire rating. Oil insulated, pad-mounted transformers may be located a minimum distance of 3' from non-combustible walls if all the following clearances are maintained from doors, windows, and other building openings. If a combustible first floor overhang exists, a 10' radial distance from the edge of the transformer to the edge of the overhang shall be required in addition to the other clearances shown. Air kitak 10' ":.:.... r & 10' :r : : : : : : :: ) ::.......:'.'..'....'.. ..... ............ . /10' - - � ' .. 3' Whaaw 5' 10' 10, ..':........:::.....:. , 3 37 3 20 3' 10, Doorwa 10'.... 10' DOORS Oil insulated, pad-mounted transformers shall not be located within a zone extending 20' outward and 10' to either side of a building door, AIR INTAKE OPENINGS Oil insulated, pad-mounted transformers shall not be located within a zone extending 10' outward and 10' to either side of an air intake opening located within 10' of the ground. If the air intake opening is located more than 10' above the ground, the distance from the transformer to the opening shall be a minimum of 25' WINDOWS OR OPENINGS OTHER THAN AIR INTAKE OR DOOR In some situations, the clearance for windows shown below may be impossible to obtain. If the preferred clearances can not be obtained, it may be reduced to a minimum of 3' from the building wall provided the following additional requirements are met: • All windows shall be considered combustible and any oil filled equipment shall not be placed below an operating window. There shall be NO exceptions. • If a window is non-operating and in a non-combustible wall, then the bottom of the window must be located a minimum of twice the height of the oil filled equipment above the ground. • Non-operating windows in a combustible wall must also be located a minimum of twice the height of the oil filled equipment above the ground and a fire-resistant barrier must be utilized. Ctty.of FIRST STORY OPENINGS �� ESS-4 Oil insulated, pad-mounted transformers shall not be located within a zone extending 10' outward and 3' to either rt side of a building window or opening other than an air intake door. Light&Power rAo � SECOND STORY OPENINGS Date:03/02/2016 Rev No:002 Oil insulated, pad-mounted transformers shall not be located less than 5' radially from any part of a second story window Drawn By:J Spaulding Appr By:A Bromley or opening other than an air intake. Oil filled equipment shall not be placed below an operating window. Specification No:003.0 CLEARANCE REQUIREMENTS FOR PAD-MOUNTED TRANSFORMERS COMBUSTIBLE WALLS Included in this construction class are wood buildings and metal clad buildings with wood frame construction. Oil insulated, pad-mounted transformers shall be located a minimum of 10'from the building wall in addition to the clearance from building doors, windows, and other openings set for for noncombustible walls. If a combustible first floor overhang exists, a 10' radial distance from the edge of the transformer to the edge of the overhang (combination of vertical and horizontal distance) shall be required in addition to the other clearances shown. Edge of Overhang 10' 10' h 10,.: .:. .:. Height of Transformer N FIRE-RESISTANT BARRIERS Included in this class are reinforced concrete, brick, or concrete block barrier walls with a 3 hour fire rating. If the clearance from openings specified above cannot be attained, a fire resistant barrier shall be constructed in lieu of the separation. The barrier(when required) is provided by the customer. The barrier shall extend so as to completely protect the opening. As a guideline, projection lines can be extended from the pad-mounted equipment to verify that the barrier completely protects the opening. WINDOW OR OTHER OPENINGS W I— . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�--2W--►-. 10' The barrier shall extend 3' beyond each side of the oil insulated, pad-mounted transformer. The height of the barrier shall be 3' above the top of the pad-mounted transformer. If a combustible first floor overhang exists, the 2' specified shall be measured from the edge of the overhang rather than from the building wall. aF 3' �t� ��nS ESS-5 Light 8,Power 3' Date:04/05/2013 Rev No:001 Added dletance due to Overhang ' Drawn By:J Spaulding Appr By: Specification No: 005.0 CLEARANCE REQUIREMENTS FOR PAD-MOUNTED TRANSFORMERS FIRE ESCAPE DOORS Oil insulated pad-mounted transformers shall be located such that a minimum clearance of 20' is maintained from fire escapes at all times. 10• .. Non—Flre Eecape Door 10, 2o' 1O.• . 20' i 3' 10, FIRE ESCAPE IXOOR Exception: Oil insulated, pad-mounted transformers may be located closer to a fire escape than the minimum when a fire resistant barrier is constructed around the transformer(side walls and roof). The barrier shall extend a minimum of 1' beyond the transformer. The transformer and barrier shall not in any way obstruct the fire escape exit. 10' clearance is required in front of pad-mount transformer doors. Adequate transformer accessibility and ventilation shall be provided. If transformer is installed underneath a fire escape, maintain 10' vertical clearance. BALCONY OR BALCONIES, FIRE ESCAPE OR OTHER OVERHANGS FIRE ESCAPE For all transformers larger than 300 WA, the minimum horizontal clearance shall be 10 feet from the farthest projection of the overhang to the ground. Smaller transformer may be placed closer to the building if the balcony is greater than 25' in height. No padmounted device shall be located under any overhang that will prevent the use of equipment normally used for installation �10'-1 or changeouts. I I DECORATIVE COMBUSTIBLE ENCLOSURES Decorative combustible enclosures (fence) installed by the customer around oil o� insulated, pad-mounted transformers adjacent to a combustible building wall Fort��lnS ESS-6 shall not extend more than 24" beyond the transformer towards the customer wall. A 10' clearance is required in front of pad-mounted transformer doors. Light&P°Wei Adequate transformer accessibility and ventilation shall be provided. Date:04/05/2013 Rev No:001 Drawn By:J Spaulding Appr By: Specification No:006.0 d X CLEARANCE AROUND PAD a VENT OPENINGS @ ALL 4 SIDES: 6"x 12" EACH, EVERY 2'OF WALL X ° '4 INSIDE @ 6"- 18"ABOVE GRADE a. EVENLY SPACED(OR EQUIVALENT) AREA @ SAME HEIGHT RANGE, ETC.) . ° d• o° a. �'d. d d ° a a .4 a a ° d j d a J— a Q — �:— T1 d . = .a .................. ........�. :MIN OPENING WIDTH :::::::I:: ::::::::::::::: :: ::8'CLEAR::.:::.:::.::: ................. MINIMUM TRANSFORMER CLEARANCE ...�..... OPENING WIDTH SIZE (X) :.: ::::::: ::::\::. ::.: 1-PHASE 7' 75-750kVA 3' L— OPTION GATE\ —J 3-PHASE 10' >1000kVA 4' MIN. OPENING @ 90- PLAN VIEW PROFILE VIEW-BACK AND SIDE WALLS NOTES: For optimal performance (cooling, reliability, economics, safety) Fort Collins Utilities prefers to install padmount transformers in the open with minimal obstruction to airflow and away from occupied buildings as detailed on previous pages. However, to accommodate a customer's desire for aesthetic screening, Fort Collins Utilities allows enclosures to be built and maintained at customer expense around padmount installations when the following guidelines are met: • Such enclosures are built on private property outside of street rights-of way, platted/dedicated easements, or restrictive utility easements. Enclosures must be structurally sound and built to required local building codes. • For fences/enclosures along 2 or more sides of a padmount transformer, a minimum clear space measuring 3' horizontally from the edge of the pad will be required to the inside of enclosure walls on all sides. • A gated opening is permitted along the front(operating side). Gates shall provide an opening for the full width of the pad for full operating and removal access to padmounts. In all cases, at least 8' of clear space is required in front of each pad for adequate hotstick operating space. A minimum 3'wide exit route shall remain clear when gates are in their fully opened position, Gates shall remain free of locks, other than Utility locks, that would inhibit access by utility personnel. Gates shall provide ventilation openings constructed of mesh, bar, Iouver,or similar ventilating material or, if solid, by a 6"gap above grade to the bottom of the gate. • When constructed of conductive materials, walls/gates shall be bonded to the transformer LV neutral/ground with a minimum #6 bare cooper buried at least 6" below grade. • For adequate air circulation and cooling of the transformer, the top of the enclosure shall remain open. Additionally, both end walls and the back shall have air ventilation openings provided at 6"-18" above grade equivalent in cross-sectional area to one 6"x 12"opening every 2 feet of fence/enclosure length inside and evenly spaced along the full length. • Customers shall maintain/clear the area immediately adjacent to these air-vents, i.e. no material storage, trash bins, weeds/ grass or other debris shall be allowed to block free air flow through the required vents. • Such enclosures (with vent openings near the bottom)can also serve as fire barriers when they meet all other requirements for that application. atyof • Trash dumpsters/bins will not share the same enclosure with padmount transformers, Fo-rt CORMS ESS-7 i.e. they will have a wall between and separate access opening. ��gnt a Polder Date:04/05/2013 Rev No:001 • To provide clear access by boom truck for transformer removal and replacement through the opening, maximum distance from pad and opening to paved access drive Drawn By:J Spaulding Appr By: area shall be 12 feet for small kVA sizes; proportionally closer for larger transformers. Specification No:007.0 Q) mom PRELIMINARY UTILITY PLANS FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING BEING A REPLAT OF LOTS 1 , 2 AND 3 , PLAT OF JOHN XXIII UNIVERSITY CENTER AND LOT 1 , CAMPUS WEST TEXACO MINOR SUBDIVISION , LOCATED IN THE SOUTHEAST QUARTER OF ° SECTION 15 , TOWNSHIP 7 NORTH , RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN , CITY OF FORT COLLINS , 00000 COUNTY OF LARIMER, STATE OF COLORADO dr- 00 z T U O t- O O U 47 U C = -O - _U N N '- bA N FEBRUARY 2019 CONTACT INFORMATION SHEET INDEX � � Q1) W N E 5 Q) 2� N O S (6 N p ( C I- C Q'C d d = Onnu�BER Y ST. �I t I C001 COVER SHEET w R w OID PROJECT TEAM. UTILITY CONTACT LIST. O — r I C002 OWNER/APPLICANT GENERAL & CONSTRUCTION NOTES —I- UTILITY COMPANY PHONE NUMBER z 0 Blackbird Investments, LLC GAS-----------------Xcel EnergyPat Krea er 970 225-7840PLANz - (�� — I I ----------------------------- g ( > C 100-C 101 EXISTING CONDITIONS & DEMOLITION N Fr. Rocco Porter and Justin Doyle ELECTRIC-------- City of Fort Collins Light& Power-- Rob Irish (970) 224-6167 — 6. T 130 East 3rd Street, Suite 400 _ ________ 0 Hi LinCABLE-- -- Comcast---------------------------------- Don Kapperman (970) 567-0425 C200-C201 PAVING PLAN W JU Des Moines, Iowa, 50309 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 W L w.LAUREL ST. 515 537-3728 y y ( ) C300 OVERALL UTILITY PLAN = w ( ) WATER------------City of Fort Collins Utilities----------- Shane Boyle 970 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 z HILU_ Ut w PROJECT STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 C301-C302 UTILITY PLAN w. PLUM T. C C LOCATION ARCHITECT. � This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for n the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for C400 OVERALL GRADING PLAN O z CO Davis Partnership Architects� 1 locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of oo W. ELIZABETH ST. a p Jeff Leland, AIA Colorado(UNCC)at 811 for additional information. Z LL_I - -- — + - -� w 2901 Blake Street, Suite 100 C401-C403 GRADING PLAN P = — r Denver, Colorado 80205-2303 CSU (303) 861-8555 C500 SOUTH SHIELDS STREET - FLOWLINE 0 UNIVERSITY AVE. �' PLAN & PROFILE, & CROSS-SECTIONS o W �Y C600 RESERVED FOR DETAILS 00 — — Iff LANDSCAPE ARCHITECT N Ia< O BHA Design Incorporated C700 EROSION CONTROL PLAN Jason S. Messaros, PLA 1603 Oakridge Drive, Suite 100 C701 EROSION CONTROL DETAILS N J CO Ld I Fort Collins, Colorado 80525 0 of (970) 223-7577 C800 DRAINAGE EXHIBIT " C900 FLOODPLAIN EXHIBIT VICINITY MAP SITE ENGINEER (D NORTH Northern Engineering Services, Inc. z 1"=1500' Andy Reese w cD J a u, NORTHERN 301 North Howes Street, Suite 100 PROJECT BENCHMARKS: ENGINEERING Fort Collins, Colorado 80521 Q m LJ "� (970) 221-4158 � PROJECT DATUM: NAVD88 m r CD City of Fort Collins Benchmark 20-97 w z 0 z At the Southwest corner of West Elizabeth and Constitution Ave. on a concrete traffic signal base. SURVEYOR o �� Q 0r ELEV.= 5050.15 Northern Engineering Services, Inc. a-f' o D; 0120 NORTHERN Bob Tessely, PLS City of Fort Collins Benchmark 19-97 301 North Howes Street, Suite 100 At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base. ENGINEERING Fort Collins, Colorado 80521 ELEV.= 5025.74 (970) 221-4158 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum)for their vertical datums. ORIGINAL SURVEY If NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) is required for any purpose, the Flatirons, Inc. following equation should be used: John Guyton, PLS NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) = NAVD88 - 3.18' 655 4th Avenue Basis of Bearings Longmont, Colorado 80501 f The Basis of Bearings is the East line of the Southeast Quarter of Section 15-7-69 as bearing South 00° (303) 776-1733 `.n ! 29'45" West (assumed bearing). z ORIGINAL FIELD SURVEY BY: GEOTECHNICAL ENGINEER Flatirons, Inc. W Terracon Consultants, Inc. Project No. 18-71,080 Z O 0 Date: April 2018 rracon Eric Bernhardt, PE W E C!)i1511�IIC1R ER�,IC1E'f'I'S & 'I�'f1hc<< 1901 Sharp Point Drive, Suite C S Fort Collins, CO 80525 Additional Survey: Northern Engineering Services (970)484-0359 x z Project No. 1560-001 X UJ Date: October 2018 0 SUBSURFACE EXPLORATION BY: _ W Terracon Consultants, Inc. O Geotechnical Engineering Report w Lombardy Student Housing O Z Fort Collins, Colorado z 0 U o Terracon Project No. 20185115 5 Date: November 6, 2018 Q Q Revised: December 3, 2018 City of Fort Collins, Colorado U) m UI DISCLAIMER STATEMENT: UTILITY PLAN APPROVAL O o These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility APPROVED: by the reviewing department,the City of Fort Collins Engineer,or the City of Fort Collins for accuracy and correctness City Engineer Date J of the calculations. Furthermore,the review does not imply that quantities of items on the plans are the final quantities i required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort CHECKED BY: o Collins for additional quantities of items shown that may be required during the construction phase. Water & Wastewater Utility Date CALL UTILITY NOTIFICATION CENTER OF CERTIFICATION STATEMENT: coLORADo CHECKED BY: 2 • Stormwater Utility Date i I hereby affirm that these final o Z construction plans were prepared CHECKED BY: `J under my direct supervision, in Parks & Recreation Date W accordance with all applicable City LL X of Fort Collins and State of CHECKED BY: Sheet Z 0 Colorado standards and statutes, Know what's below. cool o Traffic Engineer Date o ? respectively;and that I am fully Call before you dig. responsible for the accuracy of all CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: design. revisions,and record DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner conditions that I have noted on UNDERGROUND MEMBER UTILITIES. Date these plans. 1 of 18 a) -N A. GENERAL NOTES 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site a construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. B. Street Improvement Notes was 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 4-0 County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, Collins. prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for be submitted for approval prior to placement of any asphalt. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. clarification, and annotate the dimension on the as-built record drawings. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. 37. The Developer shall have, onsite at all times, one (1)signed copy of the approved plans, one (1) copy of the appropriate standards and create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of specifications, and a copy of any permits and extension agreements needed for the job. be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 00 any work shown in these plans. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. subgrade has been inspected and approved by the City of Fort Collins Engineer. N beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins a O Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins are not allowed. demands which may arise from any errors and omissions contained in these plans. Engineer. Qf 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing 5. All storm sewer construction, as well as power and other"dry" utility installations, shall conform to the City of Fort Collins standards and 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)for the project as well as street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 00 specifications current at the date of approval of the plans by the City of Fort Collins Engineer. the basis of bearings. The information shall be as follows: 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of PROJECT DATUM: NAVD88 cut the new asphalt overlay work. the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. City of Fort Collins Benchmark 20-97 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as At the Southwest corner of West Elizabeth and Constitution Ave. on a concrete traffic signal base. per the Right-of-Way Work Permit traffic control plan. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning ELEV.=5050.15 excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch/ irrigation company) are to be 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. z located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be City of Fort Collins Benchmark 19-97 Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. At the Southeast corner of West Elizabeth and Shields St., on a concrete traffic signal base. ELEV.=5025.74 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full U O C E U 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any depth section is proposed)or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll"will be required. c c -0 � ° ° E utility crossings required. Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (Prior The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single N o N " 0 City of Fort Collins Datum)for their vertical datums. axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll"vehicles shall not travel at speeds greater than 15 Z N o o m ma o N UP 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins °°" _ E Q. to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. If NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) is required for any purpose, the following equation should be used: Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be _ ID 2 N NGVD29 Unadjusted Datum (Prior City of Fort Collins Datum) = NAVD88 - 3.18' notified at least 24 hours prior to the "proof roll."All "proof rolls" shall be preformed in the presence of an Inspector. ~ __ a w , w 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all Basis of Bearings C. Traffic Signing and Pavement Marking Construction Notes parties affected by any disruption of any utility service as well as the utility companies. The Basis of Bearings is the East line of the Southeast Quarter of Section 15-7-69 as bearing South 00' 29'45" West(assumed bearing). 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction cO E 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notes listed here. Z m Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a z N pre-construction meeting may be required prior to commencement of any work. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. - o. 41. All stationing is based on centerline of roadways unless otherwise noted. W 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. W sewer should be constructed prior to installation of the water lines and dry utilities. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, Z W landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. Z 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the Utility. issuance of the first Certificate of Occupancy. 5. All lane lines for concrete pavement should be epoxy paint. 0 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing 6. Prior to permanent installation of traff co ic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement O Z o discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. Z LLJ accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. Health, Water Quality Control Division, (303)692-3590), the Storm Water Management Plan, and the Erosion Control Plan. including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. o 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite00 drainage facilities shall be the responsibility of the property owner(s). 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. z construction, or to the grades and condition as required by these plans. o s 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 00 Cn o submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. z 00 weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified o Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and during the field inspection must be corrected before the 2-year warranty period will begin. o Development Agreement. workmanship defects for a minimum period of two years from the date of acceptance. " 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the structures and pipes, for the following private streets: N.A. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. rn Ld 48. Approved Variances are listed as follows: N.A. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort ;5 19. All recommendations of the Preliminary Drainage Report for Saint John XXIII and Lombardy Student Housing, dated February 6, 2019 by Northern Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an w z U) Engineering shall be followed and implemented. CONSTRUCTION NOTES unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the m Q a requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). Q w C) oL1_ 0z aQ 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be A. Grading and Erosion Control Notes maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 1. The erosion control inspector must be notified at least twenty-four(24) hours prior to any construction on this site. 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. m 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. D. Storm Drainage Notes o o m be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by w z o z 0 the the City of Fort Collins street inspector. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite o O �-„� Q Of other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project drainage facilities shall be the responsibility of the property owner(s). ��' o m o m 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit schedule, construction plans, and erosion control report. is obtained, if applicable. 2. All recommendations of the Preliminary Drainage Report for Saint John XXIII and Lombardy Student Housing, dated February 6, 2019 by Northern 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property Engineering shall be followed and implemented. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion Developer shall notify the the City of Fort Collins Inspector(Fort Collins-221-6605) and the City of Fort Collins Erosion Control Inspector(Fort control facilities shown herein. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by Collins-221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two UJ the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an area(s) required for immediate construction operations, and for the shortest practical period of time. Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the improper installation. Development Agreement. O 6. All soils exposed during land disturbing activity(stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside E. Utility Notes z complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be construction. v prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: z O of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water report. a. Be inspected at a minimum of once every two (2)weeks and after each significant storm event and repaired or reconstructed as necessary in utility. U) order to ensure the continued performance of their intended function. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. z U all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. E the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The Q N resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be debris from all drainage infrastructure and other public facilities. installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City X Z s 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the Water Detail 11 A. X W purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of Q property lines and marked so as to reduce the excavation necessary for building connections. way, and make sure streets and walkways are cleaned at the end of each working day. INFILL AND REDEVELOPMENT NOTE z 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and 0 O roads within these districts. cause their release into any waters of the United States. redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly U) recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when r 1 w 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the 11. No soil stockpile shall exceed ten (10)feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but v Z Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. and perimeter silt fencing. An soil stockpile remaining after thirty 30 days shall be seeded and mulched. additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, En sneers , and Construction ,max 9 9 p Pp p 9� Y P� 9 Y ( ) Y q 9 P 9 q 9� ( ) z W o Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. 5 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and Q Q 3 removal requiring a permit. before turning the maintenance over to the City/County or Homeowners Association (HOA). City of Fort Collins, Colorado m J UTILITY PLAN APPROVAL Q 8, 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant Refer to OSHA Publication 2226, Excavating and Trenching. or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, APPROVED: O N chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the City Engineer Date W 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 31 5-1 Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall CHECKED BY: be responsible for providing any and all traffic control devices as may be required by the construction activities. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and Water & Wastewater utility Date W located at least fifty (50)feet away from any waterway during construction. Upon completion of construction activities the concrete washout CALL UTILITY NOTIFICATION CENTER OF COLORADO CHECKED BY: r 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic material will be removed and properly disposed of prior to the area being restored. v Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic Stormwater utility Date W sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever CHECKED BY: measures are determined necessary, as directed by the City. Parks & Recreation Date C4 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's Sheet X local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Saint John XXIII And Lombardy Student CHECKED BY: a from the Development. Housing. Traffic Engineer Date Know what'sbelow. Call before you dig. C002 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 2 of 18 a1 _ — — NORTH ° -- -- _ 29— — e 30 0 30 60 90 Feet W. ELIZABETH STREET - - � - I � — (IN FEET) 1 inch= 30 ft. (ROW VARIES) . — . . - - _ I 1 I MUM00_- -— _ __ 100-YR FLOODWAY r 14 --- - -_--- - - -- - (PER CSU CLOMR) Io C 1 OO C O ` J \ c7 B. _, e .M o0o a� I i 1221 W. ----- -� 416 � I000 ELIZABETH ST. l � J 1 i 00 00 o0 00 �a 00 100-YR FLOODPLAIN r� ® KEYMAP (PER CSU CLOMR) \ NTS o LEGEND: z I I JDH2 INVESTMENTS LLC ; - - 1305 W. ELIZABETH ST. GLEASON/WESTSIDE PROPERTY BOUNDARY INVESTMENTS EXISTING RIGHT-OF-WAY u o 0 NICOL CAMPUS EXISTING LOT LINE E c o i s LLC - - - - � � � � LIT - WEST LIMITED EXISTING MAJOR CONTOUR - — — — -5015- — — — - ° - N bD o U 1301 W. EXISTING MINOR CONTOUR -5013- — — — - N o o ) ELIZABETH ST. �1, 1213 W. EXISTING STORM SEWER °�°o Q1 a 5'UTILITY - EXISTING / ELIZABETH ST. °° EASEMENT CONCRETE PAN EXISTING SANITARY SEWER SS N 'o S m N o EXISTING WATER VFW CL " w EXISTING UTILITY MH EXISTING GASLINE G W EXISTING UTILITY MH ' I � EXISTING FENCE X W W �_ ! T — — _ EXISTING ELECTRIC VAULT z 0 - m� � T �� E P z N � Y ; I j j // i — — — J ^ „ �JI_ — — EXISTING FIRE HYDRANT ] �� EXISTING BUILDING �� h�J _ �L y W atm Q � TO I BE REMOVED - / �\ EXISTING VALVELu N pa tof EXISTING WATER METER W � z U 1 - T EXISTING TELEPHONE PEDESTAL ❑ — \ I 11IL I — I Ln 1 5'UTILITY t L- - — EXISTING TREES(TO REMAIN) 00 EASEMENT J �� — �� " ��� u fqu�� o WEj­ o EXISTING TREES(TO BE REMOVED) I oM \ I II _ ` �PHILLIPS DAVID J LIVING — — — - - - — zto A EXISTING CONCRETE TO BE REMOVED- RUST (•615) tf o� t 1335 W. ELIZABETH ST. 160 —— o ACV EXISTING BUILDINGS I f11�11� EXISTING ASPHALT TO BE REMOVED z CO EXISTING UTILITY MH TO BE REMOVED o w -c� 100 YR FLOODPLAIN �w X -1� 0 of (PER CSU CLOMR) _ 100-YR FLOODWAY I \ CTY - T \ -� Jti (PER CSU CLOMR) ` — s T_ � T _ X � � JI \� P R L J — — T — EXISTING BUILDINGNOTES: t __ _ y °� Ld 1. \ — 5 UTILITY EASEMENT \ o w' / TO BE REMOVED GAS \ I' 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN N Q I < ( I I \ �} EXISTING UTILITY I SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY iv b z U) =. THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING LLI J r0 Q 12 TO BE REMOVED K NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND Q m v,ll EXISTING 4'SIDEWALK I ( I wl UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. o� N Q TO BE REMOVED - I �I� " � I - 5037-_ ,_- -- I � c.o� I,II EXISTING BUILDING \ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, /� �. I TO BE REMOVED \ �\ © AND DISPOSAL OF ALL FACILITIES AND MATERIAL. m IV' So 10'UTILITY EASEMENT ±45'FL-FL / 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, o o m c� (TO BE VACATED 00 w �- BY THIS PLA ) MOVED - - . IN - \ T EXISTING UTILITIES / X� RE USE,AND RECYCLING OF MATERIALS THIS INCLUDES APPROPRIATE SORTING AND STORING W I z o z U s w TO BE RE ' c PARTICULAR, DEMOLISHED CONCRETE,ASPHALT,AND BASE COURSE SHOULD BE RECYCLED IF p O � Q Of ly EXISTING TREE f POSSIBLE.THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION �� w Of / ��� ��z� t o_� om om y \ I TO BE REMOVED \ THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED EXISTING-" / \ �< (TYP.) EXISTING TREE , AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT 10"WATER I t I - EXISTING ` — \ I 7 82 � � � Y ! �: d _. ,� �. ,� � � (9 0) 1249 4 - WATER SERVICE EXISTING 5'SIDEWALK (TYP.) 1 I \ (7 :REMOVED TO BE REMOVED EXISTING/ I I ® TO BE REMOVED w ° ° v R r d 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. I I. \ I EXISTING EXISTING 8" WATER SERVICES \' 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. SANITARY SEWER- a TO BE REMOVED G 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE _ RING INSPECTOR ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR - STANDARDS. _ � . . — . . — . . . — . .--••-- a �,:. _ CITY ENGINEE G EXISTING DRIVEWAY _ — 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. I TO BE REMOVED I 1; 1 SS _j SS S SS gS gS SS I — — — COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE 06 _ SS _ SS SS SS SS _ COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN �\ o EXISTING o s - LL — \� — — \ UNIVERSITY AVENUE � � PROPOSED SS S FOR ADDITIONAL INFORMATION. �o , — — — — EXISTING DRIVEWAY rn WV / \ W WATER SERVICE rn a ono �o�� (EXISTING 60 ROW) o��- / -SAWCUT(TYP.) — — — — TO BE REMOVED. 11 `�' TO BE REMOVED WV / by 5 32 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT `J �� WV /W o N 7 21-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 1 wv �., � wV�o \ld� 1 — . . . — . . . 9 'n _ _ _ — — — — — — — . . . —_, fISSUED BYI THE NCITY.OCCUR S, BUT IS NOT L LIMITED,TO THE DEMOLITION OF STRUCTURES AND V) O a — — — — THE REMOVAL OF TREES. J APPROXIMATE LOCATION - H2�,-,, �'� - � ® -_ � z0 4r o \ _;Ln � \ 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) N EXISTING 6"WATER 20 WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING 01 �. SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE EXISTING FH EXISTING FH SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND,THE CITY WILL = Z N COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER X z Z O o ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. x ui O 11. CURB GUTTER,AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. Q 0 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE 0 o APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. O r^ ^ O " 0 vJV w 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS,WATER,AND SANITARY SEWER SHALL BE i a REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 5 ? TREE PROTECTION NOTES: FIELD SURVEY BY: 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN z W o ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE a r n Q o 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER 8. THE INSTALLATION OF UTILITIES,IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING FLATIRONS, INC. ORIGINATING MAIN TO THE EXISTING BUILDING. �/J ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. EXCAVATION DEEPER THAN SIX(6)INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT PROJECT NO. 18-71,080 City Of Fort Collins, Colorado m — 0 SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR(24)INCHES.THE DATE:APRIL 2018 UTILITY PLAN APPROVAL 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC C u 0 0 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,THERE SHALL BE NO CUT OR FILL OVER A AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE(OUTER BARK)AND IS SCALED FROM SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY G ' 0 FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: O DISTURBANCE. ADDITIONAL SURVEY: VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL Uj w N TREE DIAMETER AT BREAST AUGER DISTANCE FROM NORTHERN ENGINEERING SERVICES APPROVED: EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE J 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY HEIGHT(INCHES) FACE OF TREE(FEET) PROJECT NO. 1560-001 City Engineer Date ALL EXISTING METERS. o STANDARDS.TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A DATE:OCTOBER 2018 S CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 0-2 1 SUBSURFACE EXPLORATION BY 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION . CHECKED BY: o � 3-4 2 AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND o u 4. PRIOR TO AND DURING CONSTRUCTION,BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 5-9 5 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR(4)FEET IN REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE o HEIGHT,SECURED WITH METAL T-POSTS,NO CLOSER THAN SIX(6)FEET FROM THE TRUNK OR ONE-HALF 10-14 10 TERRACON CONSULTANTS, INC. COLORADO ('/)OF THE DRIP LINE,WHICHEVER IS GREATER.THERE SHALL BE NO STORAGE OR MOVEMENT OF 15-19 12 GEOTECHNICAL ENGINEERING REPORT CHECKED BY: COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY 0 0 EQUIPMENT,MATERIAL,DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. OVER 19 15 LOMBARDY STUDENT HOUSING • Stormwater Utility Date UTILITY DEMOLITIONS. i I FORT COLLINS,COLORADO o 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT,THE APPLICANT SHALL PREVENT THE CLEANING 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) TERRACON PROJECT NO.20185115 CHECKED BY: 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, DATE:NOVEMBER 6,2018 Parks & Recreation Date LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT a ii OILS,SOLVENTS,ASPHALT,CONCRETE,MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. WE A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REVISED: DECEMBER 3,2018 Sheet X REMOVAL AND CONSTRUCTION APPLY. CHECKED BY: 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 6. NO DAMAGING ATTACHMENT,WIRES,SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Know what's below. ^ o Traffic Engineer Date 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE 0 O a F 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. Call I before you dig. o 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. LAND CLEARING AREAS,ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE"RIBBONED OFF," CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. (G)(3)ABOVE.THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) 3 Of 18 FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED a) -N �- W. ELIZABETH STREET I NORTH ° G 4-0 G w (ROW VARIES) - . . . E - - . . . - . .. -c_ . - . . . - . . .- . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . . 0 Feet • - • - • 30 0 30 60 9 ST ST T- _ _ u (IN FEET) \1 = T ` r ✓ �.. --- �� T� - - - - t 1 inch= 30 ft. 100-YR FLOODWAY � � / \ � 1 - - _ - I 100 YR FLOODPLAIN (PER CSU CLOMR) _ LL (PER CSU CLOMR) / I C100 � C101 LAI � N O 1 1 / I EXISTING O L 1 � � STORM DRAIN I 000 00 1 l 1 i - �LL \ NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A s + I nFIF F- I \\I EXISTING T �� � I C _/ y I STORM INLET I I KEYMAP LL 1CDI ® NTS \ II 0 LEGEND: z C s� I _27'FL-F / M . L • PROPERTY BOUNDARY I `t, I I I I EXISTING RIGHT-OF-WAY - - u o 0 (7 i d U E C O N L C 1 d N i N C U NICOL CAMPUS I I \ EXISTING LOT LINE V N WEST LIMITED o I \ I I ) 7 EXISTING MAJOR CONTOUR - - - - -5015- - - - - - N o U h z -. - - 1213W. I I I : I oo I EXISTING MINOR CONTOUR -5013- - - - - 3 > o U 0 - o CO - N EXISTING STORM SEWER ELIZABETH ST. EXISTING CONCRETE PAN -� 5'UTILITY EXISTING PROPOSED I I I EXISTING SANITARY SEWER SS N o S 1� 1 STORM DRAIN+ ~ .E o- �-o C a _F N O •i I EASEMENT (PRIVATE) SAWCUT(TYP.) 4 �+ I EXISTING WATER w ° E " w I EXISTING GASLINE G • r • EXISTING FENCE X \ c.o. • MH - -.-_C C 0. -- �. \ / MH MH / C.O W V E E G G I G G \ c:o. / �� G LIM -� 00 E -_T - - 1 . = - F EXISTING ELECTRIC VAULT Z 2 o F /T G I. zub EXISTING FIRE HYDRANT _-- i i I EXISTING VALVE N pa �cso 15'STORM WATER 6 I o I� EXISTING U SIDEWALK EXISTING WATER METER W W EASEMENT - II OO 15'UTILITY I TO BE REMOVED Z (BOMTHIS APLAT)D 5'UTILITY / 'f EASEMENT o I : I EXISTING TELEPHONE PEDESTAL QT EASEMENT (TO BE VACATED I 1 \ (TO BE VACATED BY THIS PLAT) r N BY THIS PLAT) I I O 0 - 1 s - - -- - - \ EXISTING TREES(TO REMAIN) z o J o 0/ LLJ EXISTING CURB -- / TO BE REMOVED � EXISTING TREES TO BE REMOVED C � � 3'UTILITY ''I : I ( ) � EASEMENT ` I 2 (TO BE VACATED �� 5 \ � - - 3� w� BY THIS PLAT) j I I o \ �° \ li I EXISTING CONCRETE TO BE REMOVED = 50 6 I c - \ I � RV I I sod I �, W EXISTING ASPHALT TO BE REMOVED ���� z� of o 15'UTILITYcli up o00 EASEMENT 100-YR FLOODPLAIN �w (TO BE VACATED EXISTING MONITORING WELL I, O J �1 BY THIS PLAT TO BE REMOVED TYP. I I CO f` (PER CSU CLOMR) L _ I 1 p (D 100-YR FLOODWAY EXISTING UTILITY 111. I W _z (PER CSU CLOMR) TO BE REMOVED - 1 x NOTES: � W o w 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN a A SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY _ z EXISTING PARKING LOT / 5'UTILITY �- I � \ 2s TO G REMOVED / EASEMENT \ I I THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING �(0 Q o / 10'UTILITY I - NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND Q w p II (TO BE VACATED UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. N Q c.o (TO BE VACATED / �a = BY THIS PLAT) f EXISTING UTILITY BY THIS PLAT) / I I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, TO BE REMOVED I ` I AND DISPOSAL OF ALL FACILITIES AND MATERIAL. m I \ I I I I 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, o o m p EXISTING UTILITY j I RE-USE,AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN �I Uj / 3 I \ I PARTICULAR, DEMOLISHED CONCRETE,ASPHALT,AND BASE COURSE SHOULD BE RECYCLED IF p(0 o Q o 1 TO BE REMOVED // /\ \ I ' f2T FL-FL I POSSIBLE.THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION f o m o m / E I THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED EXISTING UTILITY I - - - \ TO BE REMOVED I -• J AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970)482-1249. L EXISTING TREE \\ ;?' E / I 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. i1 / TO BE REMOVED \ - r E - EXISTING (TYP.) � "' II� `' - �E ,;.° ,, E F. - - . . . - 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. WATER SERVICES �II� - - '. TO BE REMOVED \ ► � L 1- - _ - � - _ / I 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE / E RSITY AVENUE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR �II�I'IA\� !I �� r EXISTING DRIVEWAY (EXISTING GOB ROW) LL STANDARDS. STANDARDS. - TO REMOVED CI- I � ''E" EXISTING 8" BE REMOV � � 1 \ � w 7 ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY • ' - ' SANITARY SEWER =- o w � REQUIRE REMOVAL. SS SS \ SS COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE 06 _ S SS SS SS S SS SS SS SS SS S S COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN LZZJ SS S &� FOR ADDITIONAL INFORMATION. EXISTING DRIVEWAY _ � \ EXISTING DRIVEWAY TO BE REMOVED, - I- TO BE REMOVED - 502� - 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT rr nn V ��! PROPOSED _ �- `" G R - - - - -� - - - - - I 7 21 6700 FOR WATER AND SEWER SERVICE ABANDONMENT.(9 0)2 7 z /I wv� \ Asa SAWCUT(TYP.) _ - R _ ` L I fnl W 3� 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN 'n O Q V J W _ _ APPROXIMATE INCLUDE BUT IS NOT LIMITED, O THE DEMOLITION OF STRUCTURES AND \ ISSUED BY THE CITY THIS S B D T $ .. . _ - ' PPR MATE LOCATION I J - G EXISTING FH THE REMOVAL OF TREES. SG \ G � G 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) z _ - o G WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING Q N \ _ APPROXIMATE LOCATION I EXISTING 6"WATER SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE 1 _ _ _ _ \ SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND,THE CITY WILL N 4 COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER z Z O o APPROXIMATE LOCATION I ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. O - EXISTING FH 11. CURB GUTTER,AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. Q W z U 0 0 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. O r^ ^ O o 1�20 vJ V w 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS,WATER,AND SANITARY SEWER SHALL BE i a REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 7� Q c 5 ? TREE PROTECTION NOTES: FIELD SURVEY BY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN z W o ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE a r^ Q o � 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER 8. THE INSTALLATION OF UTILITIES,IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING FLATIRONS, INC. ORIGINATING MAIN TO THE EXISTING BUILDING. �/J ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. EXCAVATION DEEPER THAN SIX(6)INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT PROJECT NO. 18-71,080 City Of Fort Collins, Colorado m - 0 SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR(24)INCHES.THE DATE:APRIL 2018 UTILITY PLAN APPROVAL 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC C u 0 0 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,THERE SHALL BE NO CUT OR FILL OVER A AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE(OUTER BARK)AND IS SCALED FROM SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY G ' 0 FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: O DISTURBANCE. ADDITIONAL SURVEY: VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL w N Uj TREE DIAMETER AT BREAST AUGER DISTANCE FROM NORTHERN ENGINEERING SERVICES APPROVED: EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE J 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY HEIGHT(INCHES) FACE OF TREE(FEET) PROJECT NO. 1560-001 City Engineer Date ALL EXISTING METERS. o STANDARDS.TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A DATE:OCTOBER 2018 S CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 0-2 1 SUBSURFACE EXPLORATION BY. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION CHECKED BY: o � 3-4 2 AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND o u 4. PRIOR TO AND DURING CONSTRUCTION,BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED 5-9 5 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR(4)FEET IN REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE o HEIGHT,SECURED WITH METAL T-POSTS,NO CLOSER THAN SIX(6)FEET FROM THE TRUNK OR ONE-HALF 10-14 10 TERRACON CONSULTANTS, INC. COLORADO ('/)OF THE DRIP LINE,WHICHEVER IS GREATER.THERE SHALL BE NO STORAGE OR MOVEMENT OF 15-19 12 GEOTECHNICAL ENGINEERING REPORT CHECKED BY: COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY 0 0 EQUIPMENT,MATERIAL,DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. OVER 19 15 LOMBARDY STUDENT HOUSING • Stormwater Utility Date UTILITY DEMOLITIONS. i 1 FORT COLLINS,COLORADO o 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT,THE APPLICANT SHALL PREVENT THE CLEANING 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON(FEBRUARY 1-JULY 31) CHECKED BY: 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING TERRACON PROJECT NO.20185115 SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, DATE:NOVEMBER 6,2018 Parks & Recreation Date LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT a ii OILS,SOLVENTS,ASPHALT,CONCRETE,MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. WE A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REVISED: DECEMBER 3,2018 Sheet X REMOVAL AND CONSTRUCTION APPLY. CHECKED BY: 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 6. NO DAMAGING ATTACHMENT,WIRES,SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Know what's below. o Traffic Engineer Date 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE C 1 0 1 a F 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. Call before you dig. o 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. LAND CLEARING AREAS,ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE"RIBBONED OFF," CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. (G)(3)ABOVE.THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY(50) 4 Of 18 FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED a) -N NORTH ° was — 30 0 30 60 90 Feet ■ (IN FEET) WEST ELIZABETH STREET _ _ _ — __ _ _ — —T 1 inch= 30 ft. I� .. .. ... ... ... — - ---- - - - - C200 - - C201 1 0- 0 o. FE o C - - -_ cn 0 N I — 1221 W. 416 ELIZABETH ST. 000 00 — �_ — o" o0 I ® KEYMAP NTS LEGEND: z JDH2 INVESTMENTS LLC I I I I I ■ PROPOSED INFLOW VERTICAL CURB&GUTTER 1305 W. ELIZABETH ST. GLEASON/WESTSIDE PROPOSED OUTFALL VERTICAL CURB&GUTTER o i INVESTMENTS I s s LLC NICOL CAMPUS PROPOSED EDGE OF PAVEMENT 6 L N i WEST LIMITED PROPERTY BOUNDARY -� 0 °N o N N -°z 1301 W. PROPOSED LOT LINE o a N o m N °°" o 0 ao 0 on ELIZABETH ST. EXISTING 1213 W. EASEMENTS — — — — — — — — — — Q n TT .�F CONCRETE PAN ELIZABETH ST. ■ I PROPOSED 18"VERTICAL °A _ a bA N O _C (6 N O C 5'UTILITY PUBLIC CONCRETE FLATWORK w ° " w PROPOSED FENCEL EASEMENT INFLOW CURB&GUTTER ■ I I PROPOSED - 1 CONCRETE PAN 1 \ PRIVATE CONCRETE FLATWORK 9'CURB CUT 00E o PRIVATE CONCRETE PAVEMENT _ d m 26'DRA'INAGE, UTILITY, �I z N &EMERGENCY ACCESS EASEMENT ■ — — — — — �+ 6_� ASPHALT PATCHLLj ` E w r e - PAVERS ` o / 1 I r 1�/ z I DANQ PERMEABLE PAVERS L.. 5'UTILITY EASEMENT I PROPOSED 18"VERTICAL OUTFALL CURB&GUTTER e:1 "fir n W 0 CD W PROPOSED 18"VERTICAL �I c) �� Z o I•, --rI o OUTFALL CURB&GUTTER PROPOSED ELECTRIC TRANSFORMER �I - I _ Z w I'II Uj TRASH ROOM w NOTES: 1 I I 1 l PH ILLIPS DAVID J LIVING II 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. _5 TRUST (.615) PROPOSED 18"VERTICAL BLDG B I ■ INFLOW CURB&GUTTER 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. z 1335 W. ELIZABETH ST. 160 15'UTILITY w N O L EASEMENT 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE m o1 1 L ��w//�� CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR z o / EXISTING i - - vJ STANDARDS. �°' I CURB&GUTTER 5'UTILITY 26'DRAINAGE, UTILITY, J r Y o0 w l II EASEMENT Q w &EMERGENCY ACCESS EASEMENT \ �_ _ —- _—— � 4. DAMAGED CURB,GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, o'w — — of -II ;, , w SIDEWALKS,CURBS AND GUTTER THAT ARE DESTROYED,DAMAGED OR REMOVED DUE TO j X _ X X X X CONSTRUCTION OF THIS PROJECT,SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE a o I■ DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR -� STAIRS J \ n, ,nn ,nn - TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE PROPOSED FENCE } (RE:ARCHITECT) '^IJI e 0 ■ IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO,AND OVER THE COURSE i �\Qm - OF,THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS.LL] a cns „t,.., An 5 SIDEWALK _ i s a N Z 5. ALL PUBLIC CONCRETE SIDEWALKS SHALL BE 6"THICK. DRIVEWAY/SIDEWALK CONCRETE SHALL BE 8" Q DQ W -� = - - _ G (MIN.)THICK. ACTUAL DRIVEWAY CONCRETE THICKNESS SHALL BE BASED ON FINAL PAVEMENT � w o Q Q) ` z DESIGN. Q I > �Of arvannAW, ,L I .r.�r, - I Q LLJ m v;ll Y � � _ _� ✓ CONTRACTOR HALL REFER T AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR 0 LL (n 0 Q -,� 6 CO C S O COO O SC GS O 1 I w � , Y (n In 4 a I DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION THE CONTRACTOR SHALL REFER TO f , z a � I a Q II rt1 - I AND COORDINATE WITH,THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE LANDSCAPE � J� AND SITE FEATURES SUCH AS BIKE RACKS,BENCHES,TRASH RECEPTACLES, LANDSCAPE ROCK AND m o' �_" - - � I -_ f sr STAIRS I MULCH,LANDSCAPE WALL CONSTRUCTION DETAILS,STAIR AND HANDRAIL DETAILS AND - RE:ARCHITECT ,. — SPECIFICATIONS. O �w m r� r SH ROOM .' ' , - / ( ) C v o LDG A TRA - ;err` U Ld � 7. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION O U) Q Of {�•, SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL(NOT STONE VENEER)AND IS SHOWN FOR o-f p M o m I- -I. NA STAIRS =I INFORMATION ONLY.BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. <' It CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH f RE:ARCHITECT ti ,I' ARCHITECTURAL DRAWINGS PRIOR TO STAKING. I 1 I I ■ i� - w, w 8. CONTRACTOR SHALL REFER TO,AND COORDINATE WITH,THE APPROVED LANDSCAPE& d —_ — - . i ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. �TL . 9'UTILITY EASEMENT — _ R25' 5'SIDEWALK 9'UTILITY EASEMENT 9. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. O I I 5'SIDEWALK 10. THE CONTRACTOR SHALL,AT ALL TIMES DURING AND AFTER PAVER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS,AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT Q — — — — — - — - - -- I — — SYSTEM.LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND I I I MATCH EXISTING I PROPOSED = I I I I SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA.TEMPORARILY DIVERT _j L DRIVEWAY I I I RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF 1 CURB&GUTTER(TYP.) SAWCUT(TYP.) c� I I L_ J I I _ I— I I I I I I SEDIMENT RUN-ON TO THE PAVEMENT.SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF I — — — — — — THE PAVEMENT,PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS,AND PROVIDING u EXISTING 30"VERTICAL I I UNIVERSITY AVENUE �� — — I I EDUCATION TO ALL PARTIES WORKING ONSITE. CURB&GUTTER PARKING STRIPE(TYP.) L � J I I I I 11. CONCRETE BANDING SHALL HAVE EXPANSION JOINTS WHERE PAVERS TRANSITION FROM PERMEABLE- . . z L i TO IMPERMEABLE PAVER SECTION. _ ® — — — — — — • • — 12. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND z o — CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING 7 �\` ® CONSTRUCTION. Z O N ® \ 13. CONTRACTOR SHALL INSTALL PAVERS AS LATE AS FEASIBLE IN THE CONSTRUCTION PROCESS AND 2 J 0 s. SHALL PROTECT IN PLACE ONCE INSTALLED. = I s ■ 14. BASE BID PAVERS SHALL BE CONFIRM PAVER TYPE,COLOR,AND X Z 16 PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. r I� U e 15. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT(PICP)SYSTEM SHALL FOLLOW Q 7v 0 THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE L o PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI'CERTIFIED PAVER INSTALLER'HOLDING A CURRENT PICP SPECIALIST DESIGNATION. O N w SITE SIGN LEGEND Q z a Z o S 12" z N� 5 o n/ s � Q nI City of Fort Collins, Colorado N U m a UTILITY PLAN APPROVAL PARKING 18., I w ou APPROVED: LANE J W City Engineer Date O X m i s R8-31 CHECKED BY: O O o CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date N COLORADO o • CHECKED BY: Stormwater Utility Date / CHECKED BY: o aParks & Recreation Date L51 X Z CHECKED BY: Sheet o Traffic Engineer Date Know what's below. cr Call before you dig. C200 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 5 of 18 a) -N NORTH ° was WEST ELIZABETH STREET - 30 0 30 60 90 Feet ■ „ y �_ __� __� - -- - - - - - _ (IN FEET) - - - 1 inch= 30 ft. - - -- 0 C2oo"'L"' - �I C20 I \, - " - i 9 _ X I I C 0 O t - 00 00 000 00 PdP 11 C NICOL CAMPUS WEST ■ 1205 W. ELIZABETH ST. A e 7FID, • I I C I I I KEYMAP I ® NTS •f • I II I [ I I LEGEND: z ■ s. PROPOSED INFLOW VERTICAL CURB&GUTTER — ■ PROPOSED OUTFALL VERTICAL CURB&GUTTER o PROPOSED ED E F PAVEMENT a 6 E C " O G O . -� ' F to L N N U@ E N NICOL CAMPUS I PROPERTY BOUNDARY : � � On WEST LIMITED EXISTING 1213 W. STRIPING(TYP.) I I - - - - - - - - - - � � o o o o PROPOSED LOT LINE - - - - N n o o6 o N I �: EASEMENTS 0 . C N N ■ ELIZABETH ST. EXISTING 1 27 FL-FL � ) Q.m 0 E CONCRETE PAN PROPOSED 18"VERTICAL PROPOSED J 2 - o a a . ■ • •i INFLOW CURB&GUTTER SAWCUT(TYP.) - - I I PUBLIC CONCRETE FLATWORK - w ° o w \ \ • I 46'DRIVE-OVER c, co. 5'UTILITY a �) c.o. " c o c o. r PRIVATE CONCRETE FLATWORK 1 - 0 9'CURBCUT - - - - - - - - - - - - - - - - - - - - - - - R _. _. - CURB&GUTTER- - - _ PROPOSED 2' it PROPOSED 2 -- i- - - - - - - - - EASEMENT 1 - - - - - - - - - - - _ O - . . . . . . - . . . - . . . - . . . - . . . - . . . - . . . - . . :- . . . - = - -- - - - - - - - WALK CULVERT PRIVATE CONCRETE PAVEMENT U � CONCRETE PAN I SIDEWALK 2 'DRAINA E UTILITY, o. 6 G U , m &EMERGENCY ACCESS EASEMENT 26'DRAINAGE, UTILITY, RAMP 20'DRAINAGE,UTILITY, DRIVEWAY I ASPHALT PATCH ,' W ■ TRASH ENCLOSURE &EMERGENCY ACCESS EASEMENT (RE:ARCHITECT) &EMERGENCY ACCESS EASEMENT I -. I r - - - - - - - - - - - - - - PAVERSLIJ - - - � - - - 9' . j , 1 r �h # T 1 - - -�� - R25' I I IW Z - - . 1T 0 9 [ — e o O I�� - _ - - - P I PERMEABLE PAVERS —� Of iF I U PROPOSED 18"VERTICAL —� Hl � \ Ln OUTFALL CURB&GUTTER = fn 00 - - PROPOSED o o � z U CURB GUTTER I -■ =d!/VVti�ft^M ,S✓✓W°UVV� J WVV11/Ullb J�J�/uJ/ejt/V �/pjy j�gU -1 STAIRS SED 30'&GU ICAR J PROPOSED ELECTRIC TRANSFORMER 24'FL-FL (RE:ARCHITECT) � I I W - Zw wco RAMP STAIRS ( ) - ' � ARCHITECT) w -- ---- I z NOTES: RE:ARCHITECT I (RE: Y l d - I � i i o o _ LU D 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. =o U) ■ �I I c 3 ~ I I 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. z w ■ 15'UTILITY ,fib® A®® A8D A80 III - - LU `° I I I v w EASEMENT 0 0 0 0 0 0 LU I I I I I 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE om 00 ¢ CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR z o ��/)� w 52'HALF ROW 00 vJ � Q " CHURCH I STANDARDS. o J} 8 J ® — ® I �w ¢ TAI R BLD G - 4. DAMAGED CURB GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION AS WELL AS STREETS 0'w of w ® m m (RE:ARCHITECT) All \ I I I I SIDEWALKS,CURBS AND GUTTER THAT ARE DESTROYED,DAMAGED OR REMOVED DUE TO ® - I I I CONSTRUCTION OF THIS PROJECT,SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE ■ ® ® I I DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS Al PRIOR I 0 TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE ■ I I I IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO,AND OVER THE COURSE - STREET I OF,THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. rn O 0 I � STRIPING TYP. I BLDG C D I I 5. ALL PUBLIC CONCRETE SIDEWALKS SHALL BE 6"THICK. DRIVEWAY/SIDEWALK CONCRETE SHALL BE 8" N a ® I I I I (MIN.)THICK. ACTUAL DRIVEWAY CONCRETE THICKNESS SHALL BE BASED ON FINAL PAVEMENT (0 iv b Q 0 o a o a I I DESIGN. w _j n Q m v,ll n.. ■ I I I 6. CONTRACTOR SHALL REFER TO,AND COORDINATE WITH,THE APPROVED LANDSCAPE DRAWINGS FOR m LwL N o ¢ 0 39'FL-FL DETAILED SITE LAYOUT WITHIN THE PASEO AREA. IN ADDITION THE CONTRACTOR SHALL REFER TO e _ o © - I AND COORDINATE WITH,THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE L UVVVV\lVv1r+ � � I I AND SITE FEATURES SUCH AS BIKE RACKS,BENCHES,TRASH RECEPTACLES, LANDSCAPE ROCK AND m STAIRS STAIRS MULCH,LANDSCAPE WALLCONSTRUCTION DETAIL TAIR AND HANDRAIL DETAIL AND U SC S S S I (RE:ARCHITECT) \I (RE:ARCHITECT) o m [ [ SPECIFICATIONS. �o w� � ® RAMP I I c� zo z � JV!lU1M w uR,11U"u'V1nJ'vn - � RE:ARCHITECT) -- EXISTING MEDIAN o I 7. FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION O ¢Of ° � co cn CURB&GUTTER OWN FOR o w o - - - I SHOWN REPRESENTS OUTSIDE FACE OF FOUNDATION WALL(NOT STONE VENEER)AND IS SHOWN �f o m o m rF Li __ ■ - CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH " u i INFORMATION ONLY BUILDING POINTS ARE AT CO AL RNERS ORNERS OF NOMINAL BUILDING FOOTPRINT ■ O O _ ACCESS EASEMENT 2 . 24'FL-FL R 5' I � I ARCHITECTURAL DRAWINGS PRIOR TO STAKING .:, - _. 9'UTILITY EASEMENT DEWA 8 CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE ARCHITECTURAL DRAWINGS FOR STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS 0 5'SI LK I I PROPOSED & �_ . . . - . . - SAWCUT(TYP.) 9 SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS 9'UTILITY EASEMENT - 1 J I I I 10. THE CONTRACTOR SHALL,AT ALL TIMES DURING AND AFTER PAVER SYSTEM INSTALLATION, PREVENT 4 ° � DRIVEWAY � � 5'SIDEWALK = R15' R15'� - Cl) w PROPOSED 30"VERTICAL I SEDIMENT, DEBRIS,AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT STAIRS - I - _ _ - SYSTEM LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA MUD AND I - CURB&GUTTER - - (RE:ARCHITECT) I �— SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA.TEMPORARILY DIVERT DRIVEWAY— - PROPOSED I- + I I RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF I I F _ SAWCUT(TYP.) L - I 10,CQNCRETE PAN SEDIMENT RUN-ON TO THE PAVEMENT.SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF EXISTING 30"VERTICAL I- --I I I DRIVEWAY THE PAVEMENT,PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS,AND PROVIDING CURB&GUTTER - - - - - - - . . . - . . . - - I EDUCATION TO ALL PARTIES WORKING ONSITE. PARKING - STRIPE(TYP.) - _ I I 11. CONCRETE BANDING SHALL HAVE EXPANSION JOINTS WHERE PAVERS TRANSITION FROM PERMEABLE 7 ■ L U —I UNIVERSITY AVENUE TR TR I TO IMPERMEABLE PAVER SECTION. 7 '—/� Z _ I 12. REFER TO THE EROSION CONTROL PLAN AND REPORT FOR TEMPORARY CONTROL MEASURES AND vJ o - - - - - - - - - . . . - . . . - . . . - . _ - I CONSTRUCTION SEQUENCING TO PREVENT SEDIMENT LOADING OF THE DRAINAGE FACILITY DURING- - . . . - . 7 7 - J CONSTRUCTION. L E I R I 13. CONTRACTOR SHALL INSTALL PAVERS AS LATE AS FEASIBLE IN THE CONSTRUCTION PROCESS AND 2 j t. SHALL PROTECT IN PLACE ONCE INSTALLED. = I N ■ 14. BASE BID PAVERS SHALL BE CONFIRM PAVER TYPE,COLOR,AND X Z 1 I PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. r I� - ■ 15. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT(PICP)SYSTEM SHALL FOLLOW Q v THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE Z o PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTACTOR SHALL MEAN AN ICPI'CERTIFIED PAVER INSTALLER'HOLDING A CURRENT PICP SPECIALIST DESIGNATION. O N w SITE SIGN LEGEND Q z a Z o S 12" z N� s � Q nI City of Fort Collins, Colorado N U m a UTILITY PLAN APPROVAL PARKING 18., I w ou APPROVED: LANE J W City Engineer Date O X m i s R8-31 CHECKED BY: 0 0 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date N COLORADO o • CHECKED BY: Stormwater Utility Date / CHECKED BY: o aParks & Recreation Date X Z CHECKED BY: Sheet o Traffic Engineer Date Know what's below. oW. Call before you dig. C201 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 6 of 18 a) NORTH ° Mae 60 0 60 120 180 Feet (IN FEET) 1 inch= 60 ft. II III �— C301 C302-t � O 0 C0 o > 00o II � 416 000 �... _LL 00 I — o I KEYMAP _ --� NTS 100-YR FLOODWAY = — — (PER csu CLOMR) _ �� WEST ELIZABETH STREET LEGEND: z EXISTING WATER MAIN w - -- -- - - - - -• ,T � .••+ :S EXISTING SANITARY SEWER SS 2 o '` E �� _ __- - �_ , c PROPOSED WATER MAIN F�i � . L N '� @ N WEST ELIZABETH STREET �" - �a� — _ -- - 7 477 PROPOSED SANITARY SEWER ° o .0 N own zPROPOSED SUBDRAIN 'uD� CO o 0 m Fo 0 EXISTINGPROPOSED SEWER SERVICE S 0 � O .E o o Q on-YR FLOODPLAINoA:. ,1PER CSU CLOMR) '- 0-- STORM DRAIN ::; PROPOSED WATER SERVICE W o-YR FLOODWAY o J �'�.�Y; PROPOSED FIRE SERVICE F ~ E �- °�°II R� a � (PER CSU CLOMR) w m c m w 1221 W. '':' PROPOSED FIRE HYDRANT JDH2 INVESTMENTS LLC <d ELIZABETH T. - NICOL CAMPUS WEST CONNECT To T " EXISTING FIRE HYDRANT EXISTING__ S ING PROPOSED FIRE DEPARTMENT CONNECTION FDc II 1305 W. ELIZABETH ST. � 1205 W. ELIZABETH ST. A I STORM INLET E 100-YR FLOODPLAIN EXISTING I d� EXISTING STORM SEWER 00 E C r 0, (PER CSU CLOMR) STORM DRAIN t PROPOSED STORM SEWER o° z M (PRIVATE) LL 9 N GLEASON/WESTSIDE N INVESTMENTS NICOL CAMPUS PROPOSED PROPOSED ELECTRIC E _ 6 PROPOSED STORM DRAIN EXISTING ELECTRIC E W rn LLC WEST LIMITED STORMTECH CH5'UBILR Y PROPOSED CABLE CTV W 1301 W. 1213 W. EXISTING CABLE CTV 0 EASEMENT W ELIZABETH —T. ELIZABETH ST. PROPOSED FIBRE OPTIC FO G G z I EXISTING TELEPHONE T uD uD u 26'DRAINAGE, UTILITY, . :1 : — y, Ln • PROPOSED GA G u Imo&EMERGENCY ACCESS EASEMENT + EXISTING GAS S G CD •R) 00 PHILLIPS DAVID J LIVING ® _ � — — — — — — — — — -;, PROPOSED CURB&GUTTER i TRUST .615 •,' ? •� PROPERTY BOUNDARY liJ / 5'UTILITY EASEMENT I rr PROPOSED FH a:. �, [s'.s ;y'• •:..' ` ' ::�.:: H 1 EXISTING LOTLINE 1335 W. ELIZABETH ST. 160 PROPOSED t'.- �?:i :'mw"n"'?rcvavtw .: ?: ' - - Z -- - - - - - - -I �' - ::.:, Y H EASEMENT LINE 7. STORM DRAIN a w ILL] N _ d W c0 3 �. 'II w PROPOSED ELECTRIC TRANSFORMER = �'' BLD _ GB 1 TILITY I '�5'U •:I - r - EASEMENT �- J CHURCH 5 ;;: U) z N 5'UTILITY 3 BLD I U) 100-YR FLOODPLAIN(PER CSU CLOMR) o s II EASEMENT $ G m O X \ g STORMTECH CHAMBER ISOLATOR ROW 100 YR FLOODWAY(PER CSU CLOMR) � $ PROPOSED WATER J of o &FIRE SERVICE w � ' z_00 w :i.., R $ $ = STORMTECH CHAMBER J U ��' PROPOSED U) � . Of - '• � SANITARY SERVICE = o � � � �..: . - .� NOTES: LLof � PROPOSED WATER �� r. , BLDG C &FIRE SERVICES r PROPOSED . $ {. ]. S LL D s:, W -n __n III_ ,n_ I �-., I'_ � � ,.�s. SANITARY SERVICE . PROPOSED WATER a 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN B DG A �: "' ' _r._:., ,; &FIRE SERVICES I U) SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PROPOSED PROPOSED WATER � `� •, EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW EXISTING I I- SANITARY SERVICE - L PROPOSED FDC PROPOSED FH CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES &FIRE SERVICES �. .- ANITARY SERVICE wF AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 10"WATER Q _ �.. ..4 S N � 9'UTILIY EASEMENT :., .. s r �y� ua"•_•` - - - 2. PER THE CITY OF FORT COLLINS STANDARD w J O Q a) ;.. . . 9 UTILITY EASEMENT Q ^�...,• r :�• • o � W:;: _ _ - __ - I CONSTRUCTION SPECIFICATIONS LATEST EDITION. U - .:.•. Y: • . .. .. ':' :•».•• _ e"SERVICE? LL - .:�: - •,..., .. ..:.., ..,•.. ... _-y Ld EXISTING 8" - _ o L� W o Q 8"SERVICE SANITARY SEWER 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. �— — — — SS SS SS SS SS SS _ WSERVICE 8"SERVICE SS • SS SS W W UNIV RSITY AVENUE - - - UNIVERSITY AVENUE I 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE • REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. m } I W— \ 0 m \ 5. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER 00 w APPROXIMATE LOCATION a a G APPROXIMATE LOCATION MAINS,WATER MAINS,AND SERVICES. 3 I 2 � 3 EXISTING 6"WATER I I APPROXIMATE LOCATION EXISTING FH p 0-1Q o EXISTING FH � w o' EXISTING FH EXISTING 6"WATER � APPROXIMATE LOCATION 6. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY EASEMENTS, a-- o m o m EXISTING FH I OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. ANY DAMAGED CURB,GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST 11 Q AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER �J OF ANY DISCREPANCIES. z �I 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. U 0 SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 0 Q caa ° 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF z O o SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. ` ' 7 o 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND x L UTILITY PROVIDERS. u 7 H o 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5'OUTSIDE OF BUILDING UNLESS 7 in I NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO Ich J 5 THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. O r^ 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE V` J z LIGHTING. r M 5 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL Z ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY Uj g THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. City of Fort Collins, Colorado U) m > of o UTILITY PLAN APPROVAL 18 PULL TOAPEUAND LOCATE WIRE PER THECSPECIFIICATIONS OF EACH UTTILI YECOMPANYLL BE EQUIPPED WITH O 0 W 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O to N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE CHECKED BY: DEVELOPER. 0 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF j COLORADO TRANSFORMER WITH APPROVED ELECTRICAL PLANS. CHECKED BY: o • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. a 0 I THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. o CHECKED BY: a Parks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE WE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's below. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. Z o Traffic Engineer Date C300 Call b2fOre y0U dlg. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK CALL2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 7 of 18 a1 G— NORTH ° was 0"I — . . — . . — . . — . . — . . — . . — . . — . . — . . . . _ — — — — — . . 30 0 30 60 90 Feet ■ (IN FEET) WEST ELIZABETH STREET _ __ _ _ --- — — —_� 1 inch= 30 ft. i 0000i I 100-YR FLOODWAY u�_ _ - - - — - - (PER CSU CLOMR) C301 C301—2 � '- - r ■ � c O 0 .o. O o > 000 000 oo � I YS— 1221 W. ELIZABETH T.S �I — i a a -InFIF r, ® KEYMAP NTS 100-YR FLOODPLAIN (PER CSU CLOMR) LEGEND: ° z I I JDH2 INVESTMENTS LLC — — ■ EXISTING WATER MAIN 1305 W. ELIZABETH ST. GLEASON/WESTSIDE X� ■ W I I INVESTMENTS EXISTING SANITARY SEWER SS � o � NICOL CAMPUS PROPOSED WATER MAIN _ o o LLC � -� � � - C d PROPOSED SANITARY SEWER on N o - a) N C 1301 W. WEST LIMITED PROPOSED SUBDRAIN 'UDC o o o a) c Oz A E -aw z � I EXISTING Q o o o ELIZABETH ST, 1213 W. PROPOSED SEWER SERVICE S CONCRETE PAN E a� .� - r- N n PROPOSED 18"VERTICAL ELIZABETH ST. ■ PROPOSED WATER SERVICE W o N E INFLOW CURB&GUTTER 0- o � N o ° 'ao 5'UTILITY i PROPOSED FIRE SERVICE F N @ a a PROPOSED EASEMENT STORMTECH PROOMBERSOSED PROPOSED INLETPROPOSED ■ PROPOSED FIRE HYDRANT • UNDERDRAIN — EXISTING FIRE HYDRANT 1q6 INLET I PROPOSED FIRE DEPARTMENT CONNECTION FDc — —— - I EXISTING STORM SEWER PROPOSED STORM SEWER z �� ul uD u u PROPOSED ELECTRIC / 26'DRAIN AGE, UTILITY, ���� &EMERGENCY ACCESS EASEMENT EXISTING ELECTRIC E- � �� � E / — — — PROPOSED CABLE CTV W s EXISTING CABLE CTV_ = W .. y .d • d,�. 4 d' PROPOSED PROPOSED FIBRE OPTIC FO .S 5'UTILITY I / z d" d d " . ' EASEMENT d.. ` FH EXISTING TELEPHONE T O � � N PROPOSED PROPOSED > Q PROPOSED GAS G N INLET TRANSFORMER PROPOSED ROOF DRAIN "` ':" co EXISTING GAS G O 00 PROPOSED 18"VERTICAL A. CONNECTION z PROPOSED 18"VERTICAL - ° U PROPOSED CURB&GUTTER OU U &GU — — o I TFALL CURB GUTTER I OUTFACE CURB&GUTTER L 4.14 LF 6 PVC ` 'a• PROPERTY BOUNDARY \ S44 04 15 E I — PROPOSED EXISTING LOTLINE - - STORM DRAIN lr _ I d.' I EASEMENT LINE -— — — — — — — - INV I' I G PHILLIPS DAVID J LIVING 26'DRAINAGE, UTILITY, PROPOSED 18' VERTICAL BLDG B d PROPOSED ELECTRIC TRANSFORMER _z INFLOW CURB&GUTTER EMERGENCY A E EA EMENT& ACCESS S i TRUST (.615) 100-YR FLOODPLAIN '. ■ VJ O I 1335 W. ELIZABETH ST. 160 (PER CSU CLOMR) A Aw 100-YR FLOODPLAIN(PER CSU CLOMR) z� } i ■ O L TRANSFOPOSED -RMER ��', I W 100-YR FLOODWAY(PER CSU CLOMR) O /' I :< d• STORMTECH CHAMBER ISOLATOR ROW ���` 00 z I 5'UTILITY PROPOSED AREA I ���'•�� STORMTECH CHAMBER 0 l — EASEMENT — — DRAIN BASIN w — — — — — - NOTES: 0 X — -X x X X Ie + _T_ n T T d ' ' . 'n • •< ; ■ 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN PROPOSED AREA T \�,., �.• �L] •tJ����;0flJ.':d': uj SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LLI V ''•• 'd� DRAIN BASIN �° 0 - -- > EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW ••' ALL UNDERGROUND UTILITIES ;�• ° ... .d -�•. • •• : a ' "d' '.d•*' / .�O �a�: CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING A S � L., d . , d : . ,;d•... .w �..i AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. N O • cns . . % + d �. b d . ' d -jNA • < < O I :.r ° o d 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD lii� J o Q - +�3" '' _' " CN CONSTRUCTION SPECIFICATIONS LATEST EDITION. < 7T.Of PROPOSED ROOF DRAIN I .! 15'UTILITY i •N 4 <m O;II z EASEMENT o I.. U) 0_< — 0 d �. O �' ■ 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. w �. . • ,^ 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE d / "'` ' .::... 4 WATER SERVICE :•d d= ': .•• 1 . "• .,; REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. m < BLDG A PROPOSED 6"__ I. �> ?'; o :.'•. I +' ' : • � O w IRE SERVICE a. " :' ,:...•, .• . •. I -�_ _ F � ' 0•••-"�`. .d � � -"-' 5. ICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER-. 10'HORIZONTAL AND 18'VER U Z c�i z Q . :•. •.��.. IIIII �1tknJ�r1�.'} .: . •'�- . T w o • i � I MAINS,WATER MAINS,AND SERVICES. � Ld of LLI I ., ;,>.. I PROPOSED 4" �: ,d• j: — d 6. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY EASEMENTS, �� o m o m EXISTING 7F PROPOSED \ WATER SERVICE fl.- r OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. 10"WATER I z PROPOSED 8" TRENCH DRAIN d . • :�'I L J PROPOSED 10" la.• SANITARY SERVICE •'I PROPOSED 6" + .• .•;.:•' LJJ s... • ; ,.: SANITARY SERVICE 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE < CITY ENGINEERING FIRE SE C ^ RING INSPECTOR ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR '�' d\%. Q I s O RVI E �. . •l< - STANDARDS. _ w Y I d 9'UTILITY EASEMENT ,;=- : S i 8. ANY DAMAGED CURB GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION AS WELL AS STREETS W a.. �. .'• .: ; 9 UTILITY EASEMENT �A T • . � .. I W SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTIONS A. ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO r-. n . •,• � '.. PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE — — •. — . - THE ISSUANCE OF CERTIFICATE OF OCCUPANCY DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTAN VICE . — . ..'.• •'•'''i-.' ..: .. ...,.. �—SS SS SS SS S I I 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF 1 — — — I—I — — — SS SS SS S SS S:PROPOSED 4" SS SS SS I SS CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO —EXISTING 8" I I PROPOSED 4" WATER METER 10"SERVICE INSTALLATION OR ORDERING OF MATERIALS. UNIVERSITY AVENUE PROPOSED — — WATER METER — — INTG AN g"LINE? CONNECT TO — I I 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST wv SANITARY SEWER ��� � � �", SAWCUT(TYP.) I I r n IN W_ WV Mv 1 I EXISTING MH 1 V AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER D l�l y wv N �^/ OF ANY DISCREPANCIES. — . . Z OR . . . . - - . . o Z — — SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 0 0 u APPROXIMATE LOCATION 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF z O Q E a EXISTING 6"WATER INSTALL MH 20 ® SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. < CONNECT TO EXISTING FH CONNECT TO 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC EXISTING 8" EXISTING FH CONNECT TO EXISTING 6"WATER LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. rn S SANITARY SEWER EXISTING 6"WATER N 0 CONNECT TO ■ 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND ■ X Uj EXISTING 6"WATER UTILITY PROVIDERS.ILI Z 1 0 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5 OUTSIDE OF BUILDING UNLESS o (n NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO J THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 00 M w � 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE Z LIGHTING. r Z o 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL Z 5 ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY o THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. Q City of Fort Collins, Colorado U) m F ALL IT PLACED BY THE TOR R CABLE, RNET 18 UTILITY PLAN APPROVAL PULL TOAPEUAND LOCATE WIRE PER THECSPECIFOICATIONS OF PHONE AND UTDILNTYECOMPANYLL BE EQUIPPED WITH �I o 0 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE CHECKED BY: DEVELOPER. 0 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF j COLORADO TRANSFORMER WITH APPROVED ELECTRICAL PLANS. CHECKED BY: o • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. a � I THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. o CHECKED BY: a Parks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE WE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's below. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. = o Traffic Engineer Date C301 Call before you dig. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK o � CALL2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 8 of 18 -1 NORTH ° Mae G G WEST ELIZABETH STREET Iw E - - Feet ST ST ■ � T - -- -� -- - - - - -_ _ � �- � IN FEET) C) ■ y \ i - - - - �- 1 inch= 30 ft. S � - - - - ❑ I o� 100-YR FLOODPLAIN \ ' I I I C301.. C302 -, - (PER CSU CLOMR) EXISTING O STORM DRAIN /\ O iO r 100 YR FLOODWAY L — (PER CSU CLOMR) o0 0° Id° °R 1100 _X1 weft S : -- ■ NICOL CAMPUS WEST I 1205 W. ELIZABETH ST. A CONNECTTO I - nn EXISTING I I • I II STORM INLET KEYMAP C7 NTS I QL_LL i LEGEND: f(, ■ M o� i ' EXISTING WATER MAIN '✓y ■ PROPOSED I I I I EXISTING SANITARY SEWER SS o I m c • o a - E STORM DRAIN I I � OI PROPOSED WATER MAIN F�i L N s @ N NICOL CAMPUS WEST LIMITED I I I I PROPOSED SANITARY SEWER on o N N 1213 W. 20'DRAINAGE, UTILITY, d -o 0 0 o m o o °A PROPOSED I I � N a N o " ° 6 0 PROPOSED SUBDRAIN 'uD� 3 0 � o � � STORMTECH CHAMBERS * •I PROPOSED SEWER SERVICE S °�°o L C ELIZABETH ST. CONCRETE TE PAN : _ c .N ■ PROPOSED 18"VERTICAL EXISTING &EMERGENCY ACCESS EASEMENT I N E -o m Q.� N INFLOW CURB&GUTTER INLET PROPOSED PROPOSED 18"VERTICAL PROPOSED I PROPOSED WATER SERVICE W c > II a N O 5'UTILITY INFLOW CURB&GUTTER PROPOSED 2' f I PROPOSED FIRE SERVICE F E R - :E UNDERDRAIN w c m w ■ \ \ PROPOSED EASEMENT INLET CONCRETE PAN LL I I I PROPOSED FIRE HYDRANT ' PROPOSED INLET • • co PROPOSED 2' EXISTING FIRE HYDRANT 1q6 INLET O 46'DRIVE-OVER c. co . SIDEWALK CULVERT -- - - - ---- T CURB&GUTTER_ G G G PROPOSED FIRE DEPARTMENT CONNECTION FDC - - -- - - - - - - -- -- - - - - - - - - - - - - - - - -- - - - ---- -- - z G G G M - - - - F F EXISTING STORM SEWER 2 o - Al PROPOSED STORM SEWER z U U U^ UD U d.MEMNON= d d : :.a,- - - - - - S PROPOSED ELECTRIC E N � - U - - —.. UD UD UD U U fl —_ 0) 26'DRAINAGE, UTILITY, U u u UD U v EXISTING ELECTRIC E W rn &EMERGENCY ACCESS EASEMENT I L 26'DRAINAGE, UTILITY, ¢ ' d , ; I O I I PROPOSED CABLE CTV ,_,_, s 6"r C EMERGENCY A = - .S44°04'15"E - - -- - - - - - - - - E G� CC- - - - - - .d EXISTING CABLE CTV &EM ACCESS EASEMENT • i_-_ I' PROPOSED p� / >x e - - - - - - - y - -- _ I I PROPOSED FIBRE OPTIC FO T t Z W FH • °.. _ d :;;� •PROPOSED ° .I •°` ,: '° . TRANSFORMERI I EXISTING TELEPHONE T z ~ I P O S G 0 _ - - d• •� �. � • d �•1 I ROP SED GA N e Ln co00tr —� V I O PROPOSED e . •�• ��: ;•. �.• .. . . .• - -. - _ •. \ I EXISTING GAS G d . S.. PROPOSED 18"VERTICAL •A' I' O d I'. ��'ii..'..:�:`•. �' TRANSFORMER .A .: �• .. ...:.•...�. v;� � .• '• _ '.'•.• ::' :. ::-.• ;' � :'•�. _ � i U' � Z o PROPOSED CURB&GUTTER U NJV�/FN$lM' '!1V11M/6°VV+ :dVtlVl7/1dS/ °''+MPV�V1/M.;. OUTFACE CURB&GUTTER - - - O ■ PROPOSED AREA ''� d - I PROPERTY BOUNDARY W.. .. :.. ..,• tr PROPOSED � a. .d ROOF DRAIN DRAIN BASIN PROPOSED ROOF DRAIN � - W I PROPOSED ROOF DRAIN CONNECTION ,'d : -- - - - - - - - ' I EXISTING LOTLINE _ � CONNECTION o . �i + t i I EASEMENT LINE ti N W • e` CONNECTION a•� �� , f^ PROPOSED ELECTRIC TRANSFORMER00 _ �J J A tf . 0 ❑ ❑ Z W A80 ASD A LU I I I W N(PE MR) z v 100 YR FLOODPLAIN R CSU CLOMR) W , 0 0 0 o LU i I Ill 100-YR FLOODWAY(PER CSU CLOMR) � � � � � � O m� IS - _ Cn 4� I O Of LU I STORMTECH CHAMBER ISOLATOR ROW z00 J a I O i I � STORMTECH CHAMBER o f CHURCH ® d d BLDG d I i o NOTES: o w -,: 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN * � I (A SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE I r = EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW a I ® •' T - , ° ' ALL UNDERGROUND UTILITIES I I F- CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING A S BLDG C I I AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 04 a 1 � PROPOSED 6" I I O 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD �O Lii o Q ry o. PROPOSED a ILL F 15'UTILITY_� a b UNDERDRAINS , . ❑ ❑ ❑ ❑ o o� SANITARY SERVICE rJ I I CONSTRUCTION SPECIFICATIONS LATEST EDITION. Q m U^ ■ EASEMENT d I I oLL cn� �Q ® ° 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. Lij < � PROPOSED 6" s I c�I d• Q I I 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE FIRE SERVICE °< F REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS,AND ARE SUBJECT TO CHANGE IN THE FIELD. m PROPOSED 2.5" o m ' ;� !'� ,. •.,� I � . I WATER SERVICE r l PROPOSED •' I I 5. MAINTAIN 10'HORIZONTAL AND 18"VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER U LIJ Z o Z v MAINS,WATER MAINS,AND SERVICES. I U < f . . . ., - -_ .. - REASE I I p -o Q o 0 ° - - G NTERCEPTOR I o w LL I 6. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY EASEMENTS, r o m o m PROPOSED 8" PROPOSED 4" ..A d' °; .d •by•• d W F FDC — - I OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. WATER SERVICE +- �� � '•' i;w; .�•• SANITARY SERVICE • ' d' • ! i ■ •- : '„ I III I 24'FL-FL %. ;' 9'UTILITY EASEMENT O I 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE PROPOSED . PROPOSED 6" a ••: �� ,' /`4 .. I CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR d. d REA E INTER EPT R . . �. FIRE SERVICE S C - III - �''°�• •d .F STANDARDS. ANY DAMAGED CURB, AND EWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS .Tamer.: <-•-W .Y -�,�-'. �_ - � F -F � I SIDEWALKS,CURBS AND GUTTERS, DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS .:. 9'UTILITY EASEMENT O O 6 W` ° d. ._ — PROPOSED 2.5" � PROPOSED FH I O PROJECT,SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE ER METER UNIVERSITY AVENUE CE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO .d ,d�.. � _ WATER 32.85 LF 6"PVC DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE e d PROPOSED 8"SERVICE. THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. O UN SIT NU I t.. •• SA T T P. w i N00° - _ _ _•� - _ EXISTING 8" 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF LL / •• - - -_ - SANITARY SEWER _ __ S SS SS I SS J_ I CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO SS S S N W--- -r — SS S SS SS SS SS SS SS SS SS - INSTALLATION OR ORDERING OF MATERIALS. 8"SERVICE I I PROPOSED 4" II I O 10 ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST WATER METER _ � I v - - I I AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER G R I OF ANY DISCREPANCIES. z UNIVERSITY AVENUE _ — — _ ,N W CONNECT TO INSTALL MH \\ I I 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. U) I _ _ _ _ EXISTING 6"WATER CONNECT TO I SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. Q z EXISTING 8" _ s , J O Q APPROXIMATE LOCATION SANITARY SEWER 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF Z �{ EXISTING FH o a^ c'� CONNECT TO SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. N < J) INSTALL MH APPROXIMATE LOCATION 12 J FCONNECT TO CONNECT TO EXISTING 6"WATER EXISTING 6"WATER = 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE,CABLE, FIBER,GAS,AND ELECTRIC EXISTING 8" EXISTING 6"WATER LOWERINGS(OR RE-ROUTING)WITH THE RESPECTIVE UTILITY PROVIDERS. N ■ APPROXIMATE LOCATION SANITARY SEWER Z CONNECT TO EXISTING FH I 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND X W ■ EXISTING 6"WATER UTILITY PROVIDERS. Q u 7 0 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5'OUTSIDE OF BUILDING UNLESS 7 o N NOTED OTHERWISE. EXACT LOCATIONS(HORIZONTAL AND VERTICAL)OF ALL UTILITY CONNECTIONS INTO J N ; I THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. O = M V w � 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. r Z oo 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL Z 5 ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY o THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. Q City of Fort Collins, Colorado U) m F UTILITY PLAN APPROVAL 18 PULL TOAPEUIT PLACED BY THE AND LOCATE WIRE PER THECTOR SPECIFOR CABLE,ICATIONS OF PHONE AND UTDILNTYERNET COMPANYLL BE EQUIPPED WITH �I o 0 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE O N APPROVED: TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH J W City Engineer Date TRANSFORMER. THE COST OF THE PRIMARY LINE,TRANSFORMER,AND INSTALLATION OF THE o SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE CHECKED BY: DEVELOPER. o 0 CALL UTILITY NOTIFICATION CENTER OF Water & Wastewater Utility Date 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF j COLORADO TRANSFORMER WITH APPROVED ELECTRICAL PLANS. CHECKED BY: o 0 • Stormwater Utility Date 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. 4 0 I THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. o 12 CHECKED BY: a Parks & Recreation Date 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE WE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED Sheet Know what's below. CHECKED BY: AT THE TIME OF BUILDING PERMIT APPLICATION. = o Traffic Engineer Date C302 Call before you dig. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK o � CALL2 BUSINESS DAYS IN ADVANCE BEFORE YOU CHECKED BY: OCCURRING WITHIN THE FLOODWAY. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Environmental Planner UNDERGROUND MEMBER UTILITIES. Date 9 of 18 -1 NORTH ° Mae 60 0 60 120 180 FeetA 0 tz­i (IN FEET) 1 inch= 60 ft. 111e own - �:� - n C401 M2 \ C403 III l •� o > 000 � U) LL I 1 KEYMAP NTS WEST ELIZABETH STREET =_ LEGEND: z PROPOSED `-r -��_� -- -- - - - _ - ..� - a -- - J..,s EXISTING CONTOUR CONTOUR - - - -5013- - - - U U y •I d _U PROPOSED SWALE WEST ELIZABETH STREET _ _ PROPOSED STORM b0 N z N w o PROPOSED VERTICAL CURB AND GUTTER - - N N o o0 o N 0 bA 0 0 C O — ' I EXISTING i.' PROPERTY BOUNDARY 100-YR FLOODPLAIN ` ` o 15 -o U o - . o d N 'i O N Fn 0 d i o L- (PER CSU CLOMR) \ STORM DRAIN �:':: 33A3 °°'' ° Q'°�° Z 100-YR FLOODWAY I ,YI 1 PROPOSED SPOT ELEVATION c Q. II a . \ _ tw n , (PER CSU CLOMR) ilr q�A5) w 6 l m 3 m " w 1221 W. ..• ;: EXISTING SPOT ELEVATION JDH2 INVESTMENTS LLC I LIZAB H T. NICOL CAMPUS WEST CONNECTTO T • - EXISTING PROPOSED SLOPES 2.0/o 1305 W. ELIZABETH ST. - \ v/ 1205 W. ELIZABETH ST. A I I STORM INLET _ , I m E r / II I h / \ , = - z_ � �100-YR FLOODPLAIN (PER CSU CLOMR) N � _ ( RoMR)NICOL CAMPUS STORM RAIN PE CSU C - W LLC WEST LIMITED I " PROPOSED ' W 1301 W. 1213 W. I , I STORMTECH CHAMBERS EASEMENT I W ELIZABETH ST. ELIZABETH ST. NOTES: -_ — .- — „ � � a I z— _ 1 THE SIZE,TYPE AND LOCATION SHOWN ON THESE DRAWINGS. IITFSHALL B ALL OE THE RESPONSIBILITY Y OF TUTILITHE APPROXIMATEES ARE HE CONTRACTOR VERIFY 26'DRAINAGE,UTILITY, ? T - N 3 + ' THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE o &EMERGENCY ACCESS EASEMENT r ALL z °° �� " - - - - UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND o 5'UTILITY - - - - - -- I I COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING A EASEMENT ' N _ - '+ I UTILITIES. W , ar \ 1 PHILLIPS DAVID J LIVING �t -- - <::...<':::., • ;. ;,,,;..;:..:. ` MWA z' I 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY TRUST (.615) PROPOSED J - 2= ..025' -- �/ :,+4 ;.. :s W EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. N 1335 W. ELIZABETH ST. 160 STORM DRAIN + I I W m ! / - I Q ] �_ I 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE o 5'UTILITY ( .: ( BLDG B 15'UTILITY _ - jt26— - 1 I / 0 h I ELEVATIONS. 00 tf / 1 EASEMENT I 5'UTILITY EASEMENTCO F I') 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET \ rtrt I EASEMENTS `: :::.,•') II \ ( I CHURCH I Q FOR BENCHMARK REFERENCES. - x X {:; 02 - BLDG I �} I :w_ z o I 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A 00 h I I = MAXIMUM OF 12"EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. w Sot IU :• .- .. �.--•'.ter"..- • : ' .... ,. " +4 l �0 LLJ BLDG C / 9 \ N I = 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL a CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS W _ \ - B D=J ` "' ::•::t' ':.. § \ { I I REQUIRED,THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. ,a Af r ,.... — — I �o W .4 "..• (t :a '•' •:^ •�' 7. ADD 5000-FT TO PROPOSED CONTOURS,SPOT ELEVATIONS,AND FFE LABELS,WHERE TRUNCATED. � � � •. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE � ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS,LANDSCAPING WALLS,SEATWALLS, RAILINGS, Z U) Y UTIL E,ASEM T-� 36 35 I - — 31— r - / AND PLANTERS Q . ! 33 w 1 ,•. . : . UNIVERSITY AV / t: ' ,<,;..,....:.. ;. •; - \ 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR o Q - - ' 1- ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER,ARCHITECT, _o — "-UNIVERSITY AVENUE ��\ �_ _ ` — , _ �� _�� ` (�\ "++ roe' ° 5p33� ISO 5028 AND ENGINEER(S)OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. "1603 10. THE LOWEST FLOOR(INCLUDING ANY BASEMENT OR CRAWL SPACE)AND ALL HVAC EQUIPMENT m } - - - - _ SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. o o m 1 1 / I LijU z 0 z 0 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE 0 o U� < FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE �f o m o m APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 12. SEE THE FLOODPLAIN EXHIBIT(SHEET C900)FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. Lq H I a I 0 0 m a w 0 J a � Z o � �n �n o v � Q O N 7U W o CL CALL UTILITY NOTIFICATION CENTER OF —` Q 0 0 o COLORADO • Xw Q m � � z ° CD O g Know what's below. O J Z CALL 2 BUSINESS I before ADVANyou CE BEFORE dig.ORE YOU J 0 DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q g 1 UNDERGROUND MEMBER UTILITIES. 4 0 City of Fort Collins, Colorado U) m W 0 UTILITY PLAN APPROVAL 0 > i APPROVED: O O W City Engineer Date J 3 0 0 CHECKED BY: Water & Wastewater Utility Date J CHECKED BY: o Stormwater Utility Date 4 0 CHECKED BY: aParks & Recreation Date WE X CHECKED BY: Sheet z , r- I o Traffic Engineer Date CHECKED BY: C400 Environmental Planner Date 10of 18 a) NORTH ° was 4-0 20 0 20 40 60 Feet JDH2 INVESTMENTS LLC . (IN FEET) 1305 W. ELIZABETH ST. . 1 inch= 20 ft. IMM - � - - � 000- - - IC401 C402 C403 I� n-'- PROPOSED e ® ® � UNDERDRAIN o� o00 N 100-YR FLOODPLAIN - �- ���-- (PER CSU CLOMR) I U KEYMAP NTS PHILLIPS DAVID J LIVING TRUST (.615) � 1335 W. ELIZABETH ST. 160 ( °ss LEGEND: z° \ N e 6 4 d PROPOSED CONTOUR 93 5'UTILITY EXISTING CONTOUR — — — —5013- — — - o EASEMENT 1 �a.. PROPOSED SWALE S �; o C PROPOSED PROPOSED STORM — — on_N ) N °D 0 � + I 20°° 1 d INLET PROPOSED VERTICAL CURB AND GUTTER 3 o z ° 0 o w oaim ° PROPOSED —� II � aN+ � N o c� m � �N " o o - PROPERTY BOUNDARY a) E °, ,_ a, N Q._ \ ' STORM DRAIN / / a o o o o aID 2a) a 9 PROPOSED P T ELEVATION o S m SPOT o N o I I = a � � � I PROPOSED 18"VERTICAL 1 . lA1 AS) w ° " w 1 3. OUTFALL CURB&GUTTER I 1 j I EXISTING SPOT ELEVATION d \ PROPOSED SLOPES 2.0% FFE=34.00 — -- / \ 100-YR FLOODPLAIN(PE d 100Y R FLOODWAY - z CSU CLOMR) Cj PROPOSED 18" (PER CSU CLOMR) W ° 12.0% VERTICAL INFLOW T W r CURB&GUTTER + LJ o r NOTES: � z \ T I I e N 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN � 0 _ SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY a+ 26'DRAINAGE, UTILITY, I THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE O o I COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 00 5'UTILITY &EMERGENCY ACCESS EASEMENT I 30 A6 z o PROPOSED AREA � \. ' U UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND � w o EASEMENT DRAIN BASIN PROPOSED x J — . — . — . _ — . . . — . . . — . . . — . . . — . . . — . . . — . . . — . . . — — .--. — . — . . . — . . — . . . TRANSFORMER to I \ . UTILITIES. PROPOSED AREA Uj 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY so \ X X X- — DRAIN BASIN d' \ EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. I �- �•— �— 1 X ?�� X �2 X X r�... _ _ _ X million \ , -� � n 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE o 0 — / \ ELEVATIONS. _00 \ 35 — `32 �� d a.. ' ' 1 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET z 38 37 36 .\ \ 3 '�^ .. \ 'a '� 1 LI FOR BENCHMARK REFERENCES. dCl)O �V 0�5 " °'' e \ � 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A z ..,. 4 "'�' a e s MAXIMUM OF 12"EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. w S —O' 5'SID.WALK d ° °. ° e d' d' \ �00 o'O d d4.'° a ° U d a d° O ° 6 THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL a of e 4 1411� \ CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING LU STAIRS PROPOSED ROOF DRAIN ,::' , :' A. I �p2 a� ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS — — 3— \ d I w )� (RE:ARCHITECT) CONNECTIONS ,I REQUIRED,THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. I I e W \ I I I \ \ 7. ADD 5000-FT TO PROPOSED CONTOURS,SPOT ELEVATIONS,AND FFE LABELS,WHERE TRUNCATED. 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE N Q ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS,LANDSCAPING WALLS,SEATWALLS, RAILINGS, Z rn I ?�SOrr �� a�� / 'Q' AND PLANTERS. w LLI J C I I I I \\ I ^� I I I /1� \ \ O 7.7% rn o — W ~Q w C) \\ BLDG A s a\ I Q'.;1' 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR Q FFE=40.00 `�?\ o ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER,ARCHITECT, AND ENGINEER(S)OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. I \ 1 s 31.50 ° 10. THE LOWEST FLOOR(INCLUDING ANY BASEMENT OR CRAWL SPACE)AND ALL HVAC EQUIPMENT I s }a h 'd- I I \ O 0 ' 5 s `�� \ 28. d I SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. ULij o o m d a LD 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE �O Q PROPOSED " < d' d e 0 D' o I I1�9�11 4 I 4 FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE �f Lij Iri o m TRENCH DRAIN APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. _p VA 1111 3 12. SEE THE FLOODPLAIN EXHIBIT(SHEET C900)FOR ADDITIONAL INFORMATION REGARDING WORK Z I \ \ o .. :.:. '8S WITHIN THE FLOODPLAIN AND FLOODWAY. w I o I I ~ - I \ I \ � o 32.28 1.0% —37 12 < Y I 4 \ / ` 9'UTILITY EASEMENT 36 0 .. d ° _' 'd °' A . a 5'SIDEWALK rd a Ob7 aI \ --� � � - - . . . — . . . — . . . . . . — . . . —. . . — . °. — . < I 1 I \ \\ J — . . g I I I EXISTING 30"VERTICAL MATCH EXISTING \ \ �, \\\ \ \ N I CURB&GUTTER CURB&GUTTER(TYP.) \ \ \ DRIVEWAY z L — \� _ _ Q W L I \ j ` 'w UNIVERSITY AVENUE h°^`'� a. CALL UTILITY NOTIFICATION CENTER OF I o \ — o COLORADO /w of VO4 g ll� Know what's below. O Q< before g. z S CALL 2 BUSINESSSI I YSINADVANOCE BEFORE ORE YOU S DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q UNDERGROUND MEMBER UTILITIES. 7 I� rn o `a � V o City of Fort Collins, Colorado m UTILITY PLAN APPROVAL OO APPROVED: J W City Engineer Date 3 s o CHECKED BY: Water & Wastewater Utility Date FE CHECKED BY: o Stormwater Utility Date 2 O CHECKED BY: aParks & Recreation Date WE X CHECKED BY: Sheet z o Traffic Engineer Date CHECKED BY: C401 Environmental Planner Date 11 of 18 a) NORTH27- ° 100-YR FLOODPLAIN i 1221 W. // / I mom (PER CSU CLOMR) ELIZABETH ST. O I 20 0 20 40 60 Feet JDH2 INVESTMENTS LLC I I l � i I I I (IN FEET) ■ N ■ 1 inch= 20 ft. 1305 W. ELIZABETH ST. GLEASON/WESTSIDE ■ INVESTMENTS LLC NICOL CAMPUS WEST LIMITED j I 1J I I ■ - 1301 W. ELIZABETH ST. 1213 W. ELIZABETH ST. 1 - �I EXISTING I I CONCRETE PAN i" - / EXISTING O PROPOSED 18"VERTICAL CONCRETE PAN PROPOSED - CONCRETE PANT ■ I' I I ■ N INFLOW CURB&GUTTER ® _®' i F C ■ i INLET ED � I I I [i\ I ■ C401 C402 C403 - '° STORMTECH PROPOSED PROPOSED PROPOSED I ® ' 1 5'UTILITY ® ® / ° o l — — . . . PROPOSED INLET v 46'DRIVE-OVER ERS (28?6) `/ UNDERDRAIN I — EASEMENT CURB&GUTTER 9'CURB CUT 4 / ,/ - 123 �— _ --.- -- - -- -- - -- -- --. _ - - - - - _ - - - - - - - - - - . . . - . - �s ati — — 6000 00 • . _— — ■ U^ U — 28 26'DRAINAGE,UTILITY, r _ _ _ —� u u d u \ &EMERGENCY ACCESS EASEMENT M 2 � — � � �� 'tip �o ^ J` U��—emu u^ u p u^ u" el KEYMAP Wyss 29so _ J N ^ 2 26'DRAINAGE,UTILITY, "' / Nrs &EMERGENCY ACCESS EASEMENT — / o 32 d 3 s. 5'SIDEWAL ' .' v : -A d ate — % LEGEND:- - - - - - - - - - - - - - - - 2�90 e �' Z 33 — — — — — — — — — — w v a r. v . < , o° 2� TF ° vd d. d ° ° • ' d ° ;. 28.42 d" a a / ■a e a a� $ v O \. •.d•a" ' d d v e .. a' d0 u'OS° O� �O, 2�s d s �y / ti� �� PROPOSED CONTOUR 93 d 'g A. k 28. .v Od d v' i "° .e °. v �..' M - - - ti o c ti A. •. ° d s o o• v o o o d.d so 0 o EXISTING CONTOUR —5013- — — - °. 2y e' d n m c c " o -o ' c 3 -_- d ° ° . ° PROPOSED SWALE ° " o °' CID a - PROPOSED PROPOSED STORM °�' d' _ / TRANSFORMER PROPOSED 18"VERTICAL — — ° — — — — — — — — d 24'FL-FL ° — _ o z w O ° ° — _ v _ v d' ` PROPOSED VERTICAL CURB AND GUTTER 3 ° o ° / OUTFALL CURB&GUTTER \I PROPOSED ROOF DRAIN — — ° 'd PROPOSED v ,": d ° ' ° �-v-- ° " e ° 6 Q o > / BLDG B CONNECTION TRANSFORMER 'd.' 'a ° d a• tea_. ° a PROPERTY BOUNDARY a i o . '.. 29? d :d �..d . 2 —_ FFE-30.50 ;�i °, O •.° mod ��j•� > d TN O N ■ = PROPOSED AREA �h d d a PROPOSED SPOT ELEVATION - o m _ -- - - \ _ DRAIN BASIN \ ° °° gb ■ 51 = c w — :E \— — — — — — — — — — d 4 •dAA a d. ° v. 29 EXISTING SPOT ELEVATION ;O ' O r- - - - - , \ \\ BLDGC 5025 \ v° a I FFE=32.00 — _ PROPOSED SLOPES _ 2.0% c 100-YR FLOODPLAIN � o ■ / '\ — - - - - - - - - - - - -/ 1 c II — /I ` ' / — \ ■ (PER CSU CLOMR) N Cj / 100-YR FLOODPLAIN I J I / 100 YR FLOODWAY Li ■ / (PER CSU CLOMR) ` II / :° d \\ ` — _ — — _ 50003` — ■ (PER CSU CLOMR) W W L 0 \ 15'UTILITY �96 — D ACD OD A8D �9e - NOTES. w EASEMENT � "D ° � � Z _ (� 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN _ Q // I / I M — — — Q SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �+ N .d / M — 5027— THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE Q o COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL z 00 ■ I \ \ I I \ — M - J — ■ UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND w o UTILITIES. V 1 n W 1 Q . _ > Uj 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY W \ d�o I \� w EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. ti v ° Wan\ _ $• • I \ -5028- — I 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE o !^ 0 V) I BLDG B Q e s e I I °;o "\ `/ 1 — — \ ELEVATIONS. 40 FFE-34.00 ° O II / o W ,v ' � °��A '�.�.; d• BLDG B I II Ir _ ' — — — W 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET z v w O FFE-34.00 l II ' i� ' 1 C — — — ® W FOR BENCHMARK REFERENCES. �/� C;i o VJ ' - ° vJ 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A J 00d: ., /� it — �I MAXIMUM OF 12"EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY. o0 J ° \ > �w v w M'0X�� . � d• 'v` _ _ a \\ � I \.�d, � �\ � �0 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL a� a• — \ `/ — �p CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ■ �!.' y:j!..,;.' va®. \ v: 29 -- \ / — ` — — © ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS w v@ I f I d' \ _ Oo C REQUIRED,THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. ° 0 \ 7. ADD 5000-FT TO PROPOSED CONTOURS,SPOT ELEVATIONS,AND FFE LABELS,WHERE TRUNCATED. /O _ _ \ — _ _ — _ O W AS 4' ,ad I I 1� 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE (V / Y �r- ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS,LANDSCAPING WALLS,SEATWALLS, RAILINGS, Z U) d c°0 v ':. W p Q a• 3I AND PLANTERS. Li N7T.STAIRS .. IIIII vd. 3�.00• I am C),u Q ..•..'.y..:.: '.:': d v d v IIIII a.. ° d d ` 2 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR o LL. � Q �. (RE:ARCHITECT) L d .,00 ■ d' !' ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER,ARCHITECT, o d .d. °° d IIIII v a AND ENGINEER(S)OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. a o' a �� v. .y '. i3 Spa _ _ �pA� 10. THE LOWEST FLOOR(INCLUDING ANY BASEMENT OR CRAWL SPACE)AND ALL HVAC EQUIPMENT m } " (a a SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. �o o m v I ° W Z U Z U a I ° °. STAIRS ° _ _ _ 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE 0 o Q 01 F a. (RE:ARCHITECT) FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE i Lp of o I v 4 .v I I ■ APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. f 0 m m \ , g4��— ` / �� 91a1d ° < d ?oo. 24'FL-FL 12. SEETHE FLOODPLAIN EXHIBIT(SHEET C900)FOR ADDITIONAL INFORMATION REGARDING WORK ■. I d / °. v: BLDGC \ ■ WITHIN THE FLOODPLAIN AND FLOODWAY. so i9 A : e ��• FFE=32.00 \3 o vv I o o ti� I °' o Q� +. �? a 00-33 0 �� 3 - 30 I I o� 9'UTILITY EASEMENT 90 29 of ° �` ,� — — - — la /� ° 9'UTILITY EASEMENT I v ° e v \ - m d °- e ° 5'SIDEWALK ° 0 32 e °. d00_ I A. 4. / ■ d.• ° _ /� .° -0 a. d v a a , 5'SIDEWALK A. ; ' d 'dd '° d. v a. d a .. e ° I ° I'. . . ° a ° '. d 1 V 4 39 J Z v \\ G w EXISTING 30"VERTICAL DRIVEWAY ■ Q o N CURB&GUTTER _ Z O CL o o� \\ UNIVERSITY AVENUE "S CALL UTILITY NOTIFICATION CENTER OF Oao COLORADO u- 7� r Z V - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- - - - - ■ • X w Z 05 0 -I F_ 1 — \ — �-- - - - - _ - - - - - - - — - — — -- -- -- -- -- -- - — �-- -- Z � \ — - - - D g u \ / - �� \ 0 _ F 0 < — — _ — Know what's below. O � _ _ Call before you dig. z S \\ CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU S DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q UNDERGROUND MEMBER UTILITIES. 7 I� rn o `a � V o City of Fort Collins, Colorado m UTILITY PLAN APPROVAL OO , APPROVED: J W City Engineer Date 3 s o CHECKED BY: Water & Wastewater Utility Date FE CHECKED BY: o Stormwater Utility Date a 0 CHECKED BY: aParks & Recreation Date WE X CHECKED BY: Sheet z o Traffic Engineer Date CHECKED BY: C402 Environmental Planner Date 12 of 18 -1 s. c� -V I I I I I NORTH ° PROPOSED 20 0 20 40 60 Feet I i I I ` � , STORM DRAIN ■ NICOL CAMPUS WEST A. I I I (IN FEET) ■ 1205 W. ELIZABETH ST. A I I 1 inch= 20 ft. .III - ° 27'FL-FL 000 !� PROPOSED 2' °. . I I t \m PROPOSED■ EXISTING a ONCRETE PAN I _ \STORMTECH CHAMBERS = N STORM DRAIN C ■ , — ` (PRIVATE) a� . I 1 C401 C402 C403 - • • PR40SED 2' m ?\ C.O. 0 - e SIDEWALK CULVERT I > _ MH H • C• ° 46'DRIVE-OVER EXISTING - \ ��/ / CURB&GUTTER C'0 INLET PROPOSED - \J ✓ / \ l \� - JI C.O. \ � �� 9 NI of INLET PROPOSED 18"VERTICAL PROPOSED ±17'FL-BACK OF BUILDING PROPOSED 2' ° MH ti� s9 I, INFLOW CURB&GUTTER UNDERDRAIN s9 d I I ,ap CONCRETE PAN o • 4 . I 3 _ - - '� �' .� a `V d .'.d •r11'. p .�. Au^ u u o u^ u^ LID U u ° d KEYMAP U- _I DRIVEWAY NTs 26'DRAINAGE,UTILITY,I / ° ' 2j� RAMP < 20'DRAINAGE, UTILITY, RE:ARCHITECT �6 � 26+9 ;9 80 dipti6" / � &EMERGENCY ACCESS EASEMENT .e _ "��( ) d ..a '&EMERGENCY ACCESS EASEMENT_ a •`� '- s9 O _ 6�g I I LEGEND: z ' °TT_° - - - - - - - - - - -- A- - - - - - - -10 - d \'°° I PROPOSED CONTOUR 93 • °' — °— —.: d. S8— — — ti0 ° d 100-YR FLOODPLAIN > ■o o F ° s - PROPOSED d I - - - E n - d - ° d ° (PER CSU CLOMR) - - - - - c� o c� d w d ° oN TRANSFORMER a EXISTING CONTOUR E o c I 5013 d 2" ' d/ e I PROPOSED SWALE — —— — — —— — — a`� N �. a I STAIRS 2 F e w 9' d \ ° S d I �� . 22.1 dj I I I PROPOSED STORM on o . N n IDD 0 .0 d M \ �� I RB AND GUTTER o z N O n PROPOSED 18"VERTICAL - ' '' - '' ' - ' - - - - All - TN 29 PROPOSED VERTICAL CURB - - N o U - o- .. . (R ARCHITECT) •a2 OUTFACE CURB&GUTTER �'s ° °. s� ° PROPOI ED 30"VERTICAL PROPERTY BOUNDARY a o °�°o o _o o s � I ° 2 p '< ° d ° e' - _ - CURB&GUTTER 3 N ._ m o_ _ N E . J" �O °- _ - - -�� " a. �'>' a,• >,g1 �� \ •� PROPOSED SPOT ELEVATION �� o m N n o A ° d �. -- STAIRS - ° F a'�II o - - - a °' ° e d ` (RE:ARCHITECT) PROPOSED \ I I I �� q51 w a la c m " w PROPOSED ROOF DRAIN a ROOF DRAIN l o �. I I EXISTING SPOT ELEVATION p 0 5025- - d 30.39 m e. �o pro r' O CONNECTION ° ay 'p9 d ° CONNECTION I 2.0/o - - - RAMP PROPOSED SLOPES _ o (RE:ARCHITECT) ..a °. �° °' °° /\ FFE=22.79 e 00 E I I I 100-YR FLOODPLAIN - - o ° ob :.I I (PER CSU CLOMR) z N III 7 - ❑ 1. 100-YR FLOODWAY o - L 1 Ir \\ N I I (PER CSU CLOMR) W � ° Al I _ _ I L - - 110 I NOTES: LLJ � I I � z J O e`\O I I I 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN 1 _ d IL — Q I I SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY N 52'HALF ROW W THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE In d. ° Z 0 �} V ■ 'r N Q _ a. �. d. ;.� "° ' °.. e� . . .a' I I � w � COMMENCING NEW CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 00 U }� dp :°. ° " I 100-YR FLOODPLAIN w 11 UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND z o -� - - STAIRS I I (PER CSU CLOMR) w d 1 I I I j UTILITIES. W ARCHITECT)-- . d ® ! I /� W :`�py� I ° 2. REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT DIMENSIONS, UTILITY W e - Sp T - "� \ I I I I I w EASEMENTS,OTHER EASEMENTS,AND OTHER SURVEY INFORMATION. ti BLDG C 1 1 ° CHURCH BLDG FFE=30.50 goy° U FFE_37.00 "� °d I I = 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE =o ° - = I I U) ELEVATIONS. 40 L - d z - 4. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET - _ - d 3$5a° ,• I I I I FOR BENCHMARK REFERENCES. d z:o V/ - e El ` - -- - ❑ \ 2 \ I I 5. THE BOTTOM OF MASONRY SHALL GENERALLY FOLLOW FINISHED GRADES. THERE SHALL BE A00 ° - - - -- - MAXIMUM OF 12 EXPOSED CONCRETE BETWEEN THE FINISHED GRADE AND ALL MASONRY Uj - ' �W o I N 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL W cis � I I o PROPOSED : .4 F I CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING UNDERDRAINS O O O I ° ■ > ._ � \ O r0 O� O � - J I I ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS ° ❑ ❑ r� ❑ ° \ �� I I REQUIRED,THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. ■ � � ° e // / - \n 7. ADD 5000-FT TO PROPOSED CONTOURS,SPOT ELEVATIONS,AND FFE LABELS,WHERE TRUNCATED. 39'FL-FL- - d 8. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL AND LANDSCAPE — — d: I I a d - (n - o I ARCHITECTURE DRAWINGS FOR ALL STEPS RAMPS LANDSCAPING WALLS SEATWALLS RAILINGS 4 - .. I II AND PLANTERS. w < f � a� I m II ° \ I I 9. CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR o 1 N D-Q STAIRS � I ■ _ ° ' (RE:ARCHITECT) FFE=22.79 I I °' ❑ I I ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER,ARCHITECT, - I p , \ b RAMP oo � STAIRS -� �I III I I I I AND ENGINEER(S)OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. � (RE:ARCHITECT) - "° ( E ARCHITECT) - I I I I-. - R T �° EXISTING MEDIAN 10 THE LOWEST FLOOR INCLUDING ANY BASEMENT OR CRAWL SPACE AND ALL HVA m ••T I ( ) C EQUIPMENT } ° d ° ad A. ° . 37 00l pO�9 /\ CURB&GUTTER SHALL BE FLOOD PROTECTED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. U o o m Y LijZ U Z U d II I I 11. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE o � < o °° a °.dd ' , d' o d dd ° -.- _ J d1. \ ` FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE f o m o m 0 `b - a a d' � d — d APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. o ° r 0 ti I ° ° ` , ACCESS EASEMENT \ ��- / I - d I ■ lq ��� h� I d UTILITY EA EMENT SEE SHEET C500 12. ) OR ADDITIONAL INFORMATION REGARDING WORK .d � SOUTH SHIELDS STREET FLOWLINE � I - 2 ° 9 U /� I SEETHE FLOODPLAIN EXHIBIT(SHEET C900 F S e ! - ° a ( I WITHIN THE FLOODPLAIN AND FLOODWAY. ° �� e \5 olDEvvAL'K a �J _ d p. ° 4;T d12 H :'e a — . . . — ... . . . — . . . — . . . — . . . — . . . — 2 — — a s _j 4 = UNIVERSITY AVENUE I /of n I .. •° e ° — ` __ DRIVEWAY PROPOSED 30"VERTICAL < °�♦ °d - - LJi CURB&GUTTER ��s�2�• - �' � STAIRS - � - IJi- d° % (RE:ARCHITECT) o DRIVEWAY _ + \\ I ■ - �� \So2g\ 10'CONCRETE PAN ''z W ■ - �\ \� I" / I V) a z o — _ so�� — -- - - _ _\ _ — . . z O J x \ a CL � I \ \ \ o CALL UTILITY NOTIFICATION CENTER OF COLORADO 7� � � ■ _ — � \ / / I • X Q z in _ D Q g I Know what's below. O Q< Call before z S CALL 2 BUSINESS DASS INADVANCE BEFORE ORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q UNDERGROUND MEMBER UTILITIES. 7 I� rn o `a � V o City of Fort Collins, Colorado m UTILITY PLAN APPROVAL OO APPROVED: J W City Engineer Date 3 0 0 CHECKED BY: Water & Wastewater Utility Date FE CHECKED BY: o Stormwater Utility Date a o CHECKED BY: aParks & Recreation Date WE X CHECKED BY: Sheet z o Traffic Engineer Date CHECKED BY: C403 Environmental Planner Date 13of 18 a) �. NORTHmom ° � t • ' �ti 30 0 30 60 90 Feet _ �: ti•. (IN FEET) —is '• `t.. . ... 1 inch= 30 ft. SOUTH SHIELDS STREET - - �—� - - - EXISTING PI: 12+42.79 LO p LO O 18"VERTICAL PROPOSED 10' `o + + + p CURB&GUTTER U) CD PI: 12+17.57 -� " L CONCRETE PAN O O ± lC) PC: 13+00.77 _ N co = — . . . — . . . — . — . . . — . . . — _ . . . . — . — _+ O O — — . — . -. -. -- --. — . . . -. — . . .. . . — . -.-- - _ -- -- . - -_N + c EXISTING ILL! PROPOSED ±11'TRAVEL PT: 13+08.43 0 STORM DRAIN PI: 10+77.96 D SAWCUT - - - - - - - - - � - - - - - - - - - — — — LANE - - - - S00° 29' 45'W PI: 8+62.13 MATCH EXISTING PROPOSED 11'TRAVEL FLOWLINE PI: 10+71.93 = I I PI: 13+09.97 STRIPING LANE °° °° J00 8+100 — f — . S00137.875„W — S00° 25' 18" — 00- — — — 6'BIKE LANE 13 MATCH EXISTING 1 — 9+ 0 11 I O 6 SID L PI. 10+00.00 71.93 = _ _ — — — — — — — / 11'TURN �I�flrlr r t� LANE 33„E 12 00 S07° � . . . . . .;: . . . � 39.89' L=7.66', R=25.01 6'SIDEWALK CH=7.63' ® S08° 16' 36.961 KEYMAP / PROPOSED 2' 15'UTILITY PI: 11+74.69 Nrs I S00' 25' 18"W _ SIDEWALK CULVERT I 6.03' S07° 36' 17"W EASEMENT S00° 29' 45"W S00° 50' 24"E �. I S17' 02' 59"E 9673' 42.89' Pol. 25.21' z 18.10' LEGEND: ~ I I r 30"VERTTIICAL \SED r I PI: 12+82.68 PROPOSED CURB&GUTTERPROP — LU — — W CURB&GUTTER W — 1 PROPOSED CENTERLINE U -B � a 0 • E ZJ PROPOSED RIGHT-OF-WAY U) w — — Q I PROPE TY IBOU DARY Y T n o m cn mI I i I = 1 - ° ° 0 I PROPOSED LOT LINE _ _ _ _ °c°o Q,C 2 EXISTING LOT LINE " o m o Q I I I - - - - - - - - - IN 1 ° I I 1 EASEMENT LINE ~ n w 6 c " w � I I I� W I I I CHURCH I I I W I PROPOSED STORM SEWER � 1 I I ° ° I I Z InPROPOSED STORM MANHOLE j I BLDG I I I PROPOSED STORM INLET PROPOSED LIGHT POLE o EXISTING LIGHT POLE z o.� EXISTING STORM SEWER W rn L PEDESTRIAN ACCESS RAMPS = W o W SOUTH SHIELDS STREET PROPOSED CONCRETE z RIGHT FLOWLINE CROSSPAN(TYP.) a/ _ C r3 Ln SCALE: V=30'(H) 1"=5'(V) NOTES: O 00 z o 1. THE SIZE,TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN Z W 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. 3m 5035 5035 2• SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. _00 L _ O rn 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE z � Oro - o N TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR o r: co STANDARDS. n o o � + o it II ?00 LO o N H Q w 4. EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 4'BELOW o w + LO LO II CO w FINISHED GRADE. IF NECESSARY,CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING �w 5030 w > > 5030 LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. o Qw ao F- -J xis TING > > U) w GROUND o a a 0.98% w 5025 5025 cv a a) PROPOSED co w o z Q) FLOWLINE GRADE Ld _j I > o_ I-m Q II 0 U- V D_Q 5020 5020 H O 0 M PROPOSED XISTING w z 0 z 0 FLOWLINE GRAD GROUND U) Q �� o (o w . of 4 CO _ o f o m o m 0 LO L6 -� Uj W In O Q6� � �1 Ln � � � � � �� � � � 50155015 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 14+50 U) W z SOUTH SHIELDS STREET z O CROSS SECTION PROFILES J — SCALE 1"=20' HORIZONTAL 1" = 5' VERTICAL � U pw 9+50 10+50 11 +50 12+50 W (D 0 LL 5032 5032 5032 5032 5032 5032 5032 5032 Z cai C? o? PROPOSED C z J J ' LL LL SAWCUT N VERTICAL Q CJ J 0; EXISTING CURB AND PROPOSED _ GROUND GROUND z O O GUTTER _ (_ 1%) _ o " 5028 5028 5028 5028 5028 ___ - (5'0%) 5028 5028 - 2,44 - - 5028 a - -� (5.0% M 2.65% ---_ - CALL UTILITY NOTIFICATION CENTER OF — Li s.a2% COLORADO � ^ - -- r U--- X z I • o 5024 5024 5024 5024 5024 5024 5024 5024 • x w U) 06 o < EXISTING PROPOSED U GROUND GRi UND a S UJ W z o H I orn Nv Know what's below. O � Q J )0 10� 5020 ar Call before 5020 5020 "" 5020 5020 �" 5020 5020 "" 5020 you dig. -60 -40 -20 0 20 -60 -40 -20 0 20 -60 -40 -20 0 20 -60 -40 -20 0 20 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU rn DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q v a UNDERGROUND MEMBER UTILITIES. Z � I ` N 0 L u li T NN N City of Fort Collins, Colorado U) COI L.L 10+00 11 +00 12+00 13+00 UTILITY PLAN APPROVAL o u`°i 5032 5032 5032 5032 5032 5032 5032 503210 O V to 0w 0w 0w �z J A�( N o? oz o? o� APPROVED: V W LL LL LL City Engineer Date � L CHECKED BY: 7 o u 5028 5028 5028 I (5.3%) - - 5028 5028 _� _ --- 5028 5028 s.�z%- 5028 Water & Wastewater Utility Date _ (4 2% 2.76YO F `- o) 3.161/ CHECKED BY: o -- - Stormwater Utility Date U) v, 4 O CHECKED BY: a 5024 5024 5024 5024 5024 5024 5024 5024 Parks & Recreation Date WE X CHECKED BY: Sheet z 0 Traffic Engineer 6 ^ N� Date C500 p -i"VN N N N N N N 5020 5020 5020 5020 5020L 5020 5020 5020 CHECKED BY: -60 -40 -20 0 20 -60 -40 -20 0 20 -60 -40 -20 0 20 -60 -40 -20 0 20 Environmental Planner Date 14 of 18 a1 NORTH ° was 0"I 60 0 60 120 180 Feet tz­i I !I zzzzz__4 A (IN FEET) 1 inch= 60 ft. LEGEND: PROPOSED STORM SEWER PROPOSED INLET PROPOSED CONTOUR 93 N EXISTING CONTOUR - - - -4953- O PROPOSED SWALE Cn PROPOSED CURB&GUTTER N PROPERTY BOUNDARY 000 00 / I I CONSTRUCTION FENCE w/ROCK SOCK _CF CF - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ \ - - VEHICLE TRACKING CONTROL PAD VTC rn z I P ROCK SOCK O WEST ELIZABETH STREET . . - - o - 2s J. IP � oC � � Y � --_ INLET PROTECTION ST WEST ELIZABETH STREET .y - �- - - - - - c - - �"v C U C C �� d N d GLEASON/WESTSIDE -� < o z o C w INVESTMENTS NICOL CAMPUS ��L 100-YR FLOODPLAIN a C o UP o CONCRETE WASHOUT CW L-_ i t 7, T I 100-YR FLOODWAY (PER CSU CLOMR) °N E 0 o °0 N E LLC WEST LIMITED i -- (PER CSU CLOMR) .N 1301 W. z t4 2 -s N o . -s C a.� o C a a ao 0 1213W. l 1 ry ;:Ir � � @ G ) WATTLE DIKE WD C ELIZABETH ST. ELIZABETH ST. T 1 I JDH2 INVESTMENTS LLC vl CONNECT TO 1305 W. ELIZABETH ST, 1221 W. I NICOL CAMPUS WEST EXISTING , - PAVER PROTECTION ❑ PP / r ` w EXISTING z r I ELIZABETH ST. I I I STORM INLET •.. . � � dub - �e �, 1205 W. ELIZABETH ST. A <. I STORM DRAIN`?Y NOTE: z N EXISTING I -7 I ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC N = CONCRETE PAN PROPOSED I o.tm EXISTING a C U) EXISTING STORM DRAIN \ REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE W PROPOSED CONCRETE PAN I PROPOSED 2' AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR INLET W s INLET r PROPOSED PROPOSED PROPOSED PROPOSED CONCRETE PAN R 0 S IP AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PROPOSED I INLET W I 100-YR FLOODPLAIN� UNDERDRAIN STORMTECH CHAMBERS PROPOSED I P UNDERDRAIN (PER CSU CLOMR) ET INLET IP tea, INLET L CF CF - 2 8 - -- BENCHMARK PHILLIPS DAVID J LIVING � I r- r r_- 3 -=1 _9� "D _ - _ - PROPOSED 2' PROJECT DATUM: NAVD88 o TRUST .615 " ' I� I i -I_ a-� IP - _ - - - = -- - - - _ _ - 0 ( ) -L T [ r �l is 1� r� --- - - O / 6 3- Sa ? L -� - T - L I� - 7� I� I =1 r IP 1�=` I I-r_JI I� D �� - - ---I� I SIDEWALK CULVERT z - 1335 W. ELIZABETH ST. 160 0 o N ' I CITY OF FORT COLLINS BENCHMARK 20-97 AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE.ON A CONCRETE TRAFFIC W - IP SIGNAL BASE. PROPOSED n - `�_ I- -_ J -- �- 2 - I ELEV.=5050.15 �r 1 P �� I I� c - o2s 11- - / r' F- \ STORM DRAIN PROPOSED ", I ` - PROPOSED-AREA _ _ i W CITY OF FORT COLLINS BENCHMARK 19-97 M I\ 1 PROPOSED AREA INLET II I- - - - DRAIN BASIN c �" - 1 I AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST.,ON A CONCRETE TRAFFIC SIGNAL o n PROPOSED AREA i 26 z o BLDG B -- -_ - a 00 I h� l I WD DRAIN BASIN DRAIN BASIN dill / i -- -1 _ - 191I a -Il I- BASE.- o / I CHURCH (n ELEV.-5025.74 z 4{ - - 27 ° I L COL CF _ I I _ _ � o IP IP I _ - (} _ _ BLDG ' Q PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING ro oc RS �� - X � X�-- W DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)FOR z LJJ i - I § - THEIR VERTICAL DATUMS. .. f - Z I § PROPOSED - _ -110 I IF NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)IS REQUIRED FOR ANY PURPOSE, w Uj I \ -Sp- -UNDERDRAINS � � _ = THE FOLLOWING EQUATION SHOULD BE USED: cis 1 !I BLDG C - w /� II NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)=NAVD88-3.18' P 100 YR FLOODPLAIN (PER CSU CLOMR) - - ® \ BASIS OF BEARINGS „BLDP A It � ~ RS ITHE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15-7-69 AS � RS � I °a I i: - CF BEARING SOUTH 00°29'45"WEST(ASSUMED BEARING). ILdl �I I I o v rn (� � _ _ / � GENERAL NOTES: - - \ PROPOSED 10' / 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR Q m C) 1 moor" - !" II _ - CO CRETE PAN SIMILAR METHODS L` Q RS _ - - _ UNIVERSITY AVENUE so - �- - - 28 2. TOTAL DISTURBED AREA=5.56 ACRES UNIVERSITY AVENUE 50�° �5033' - - - - RS - - - - So / - _ �yo 5p3p Lnl \ 3. SWMP ADMINISTRATOR: o m Contact v o Company o I L Z Address O(0 in . of Of Phone u7 w _f om om a I 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING, DATED FEBRUARY 6,2019, BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. 6. FOR ADDITIONAL INFORMATION SEE SEPARATE STORMWATER MANAGEMENT PLAN/EROSION CONTROL REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING. 7. CONTRACTOR SHALL INSTALL PAVERS AS LATE AS FEASIBLE IN THE CONSTRUCTION PROCESS AND SHALL PROTECT IN PLACE ONCE INSTALLED TO PREVENT SEDIMENT LOADING OF THIS DRAINAGE FACILITY DURING CONSTRUCTION. 7 J a z < T U J W2 CL x p _N O < W U u z U O N o R N CALL UTILITY OLIORADO N CENTER OF = N 0 EROSION CONTROL NOTES: X z z o u 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.STAGING AND/OR 12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED(100)FEET FROM NATURAL BODY OF WATER,WETLAND,NATURAL • X LU PHASING OF BEST MANAGEMENT PRACTICES(BMPs)IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT • Q O 'S DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW,SEEP,RUN OFF,OR BE WASHED INTO A BODY OF WATER,WETLAND OR z 0 o AUTHORITIES. DRAINAGE WAY. g 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE.AS SUCH,GRAPHICAL SYMBOLS MAY NOT BE TO SCALE,NOR ARE THEY 13. CONSTRUCTION WASTE STORAGE(DUMPSTERS)AND PORTABLE SANITATION UNITS(CONSTRUCTION TOILETS)SHALL BE LOCATED or, g NECESSARILY SHOWN IN THEIR EXACT LOCATION. AT LEAST FIFTY(50)FEET FROM ANY STORMWATER INLET,WETLAND,OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A Know what's below. O w CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW,SEEP,RUN OFF,OR BE WASHED INTO A BODY OF Call before you dig. a z 'S ( ) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE" 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING CITY,STATE DISCHARGE PERMIT,ETC. AND COMPLIANCE WITH WATER,WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT,STABLE GROUND,AND CONSTRUCTION TOILETS O YOU o GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(OR PERMIT HOLDER)TO ENSURE EROSION SHALL BE STAKED DOWN. DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q } I CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. UNDERGROUND MEMBER UTILITIES. Z 14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING ♦/� 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION,IS v J o SEQUENCING AND LEVEL OF SITE STABILIZATION. HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. a O 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,SWALES,PONDS AND RAIN GARDENS 15. WHERE SEASONAL CONSTRAINTS(E.G.,DURING SUMMER AND WINTER MONTHS)INHIBIT PERMANENT SEEDING OPERATIONS, City Of Fort Collins, Colorado m UNTIL SITE IS FULLY STABILIZED. DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL UTILITY PLAN APPROVAL I o STAFF TO PREVENT EROSION. O Wn " 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS,TO THE STORM DRAIN E N SYSTEM,UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 16. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT RAIN GARDENS AND MODIFIED RAIN GARDEN FROM SEDIMENTATION.THIS TABLE OF CONSTRUCTION SEQUENCE AND BM P APPLICATION APPROVED: J INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. City Engineer Date 3 7. INLET PROTECTION SHALL BE ADAPTED,AS NECESSARY,TO THE SURROUNDING SURFACE TYPE AND CONDITION(i.e.,STAKE-DRIVEN i WATTLES FOR BARE SOIL,GRAVEL SOCKS FOR PAVEMENT,ETC.) 17. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,REVEGETATION,HARDSCAPE AND OTHER PERMANENT SITE CHECKED BY: g STABILIZATION METHODS. Project: Saint John XXIII and Lombardy Student Housing Water & Wastewater Utility Date 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,HYDRO MULCHING,EROSION MATS,TEMPORARY IRRIGATION,AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO 18. DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED UTILITIES FLAT WORK VERTICAL CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING F LANDSCAPE DEMOBILIZATION C ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. NIGHTLY OR AT THE SUGGESTION OF THE CITY's EROSION CONTROL INSPECTOR. INSTALLATION INSTALLATION INSTALLATION CHECKED BY: 0 5 BEST MANAGEMENT PRACTICES(BMPS) Stormwater Utility Date 0 9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND 19. CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. o 0 ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. Structural"Installation" CHECKED BY: 20. THE CONTRACTOR SHALL,AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION,PREVENT SEDIMENT,DEBRIS,AND DIRT FROM Date Vehicle Tracking Pad* VTC Parks & Recreation a 10. ADDITIONAL WATTLES SILT FENCE OR OTHER MEASURES MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM.LOOSE MATERIAL HALL NOT BE STORED N THE PERMEABLE 9 ( )V-\, SOU O S S S S S O S O w THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL PAVEMENT AREA.MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA.TEMPORARILY DIVERT Sheet X SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE Concrete Washout Area(CWA) CHECKED BY: z PAVEMENT.SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT,PROVIDING ALTERNATIVE Flow Barriers(Bales,Wattles,etc.) (RS) Traffic Engineer Date o ? 11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE.PERIMETER CONSTRUCTION VEHICLE ACCESS,AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. _ PROTECTION SHALL BE ADAPTED,AS NECESSARY,TO THE SURROUNDING SURFACE TYPE AND CONDITION(i.e.,STAKE-DRIVEN Construction Fence(CF) CHECKED BY: C700 SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL,GRAVEL SOCKS FOR PAVEMENT,ETC.) Environmental Planner All Temporary BMPS to be Removed once Construction is Complete Date 15of 18 -1 was 14" (MINUS) CRUSHED ROCK INSTALLATION NOTES: ENCLOSED IN WIRE MESH 1. VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. per+ RS 2. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. 3. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" CF DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. WIRE TIE ENDS y: 4. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR. SIGN TO INDICATE THE 5. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD LOCATION OF THE AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY CONCRETE WASHOUT AREA INSPECTOR. 6. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. MAINTENANCE NOTES: N BERM AROUND PERIMETER 0" ON BEDROCK 1.AX Q O OR HARD SURFACE, GROUND SURFACE 4" TO 6" M AT CURBS, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY / 2" IN SOIL OTHERWISE 6"AX DEPENDING UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO (n GROUND SURFACE THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW j 'j ON EXPECTED SEDIMENT LOADS ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. N 2. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF 12" MIN ROCK SOCK SECTION ROCK SOCK PLAN EACH WORKING DAY.. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND 12° 2'-0" MIN. MULCHED OR OTHERWISE STABILIZED. 000 ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE 4. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. f00 /XI AMOUNT OF 1j" (MINUS) CRUSHED ROCK AND WRAPPED ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK /---� - -- --- 5. ACCUMULATED SEDIMENT IN THE WASH WATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. n 1 REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS 50' MIN. ROCK SOCK _ 12" BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND ---' ---- -�COMPACTED EMBANKMENT ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE (TYP.) 12" OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS. MATERIAL, TYP. 3H:1V OR FLATTER GRADATION TABLE w PLAN j * IMPERMEABLE LINER MAY SIDE SLOPES a BE NEEDED IF GROUND 8'x 8' MIN MASS PERCENT + WATER IS ENCOUNTERED. OR AS REQUIRED TO CONTAIN WASTE CONCRETE Em= SIEVE SIZE PASSING SQUARE 7 z MESH SIEVES R-5 O ROCK SOCK JOINTING No.4 -/ a 2" 100 O) C C p -p i C CURB AND GUTTER _ C TEMPORARY N u V) .- o 0 C/ M U m v1 �, i MINIMUM 12" U 2 1-1/2" 90-100 Ia 1" zo-ss Q CHAIN-LINK FENCE o z � 2 -0w z 3" - 6" ROCK C T 20' MIN. p -p d -p O p 0) 0 0 bCD RUNOFF = - -------------- 3/8" 0-5 a1 E a C Q.� N O- C NOTES: - a� 2 '� }T N 0 (\I _ MATCHES SPECIFICATIONS FOR NO.4 COARSE AGGREGATE FOR ROCK SOCK ;,, O 1 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. CONCRETE PER AASHTO M43.ALL ROCK SHALL BE FRACTURED FACE, Q ~ E a b.0-o c aNi d bD 2. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. ALL SIDES W f° c co }' LLJ 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS -® WIRE ENCLOSED 1 1/2" p NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF WASHED ROCK M CONCRETE TRUCKS AND PUMP RIGS. TUBULAR U 4. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MARKER SIGN "CONSTRUCTION ENTRANCE" 00 E MAINTAIN CAPACITY FOR WASTED CONCRETE. z .-. U 5. THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. N CONSTRUCTION FENCE, TYP., TO DISCOURAGE TEMPORARY "I 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN VEHICLE ACCESS EXCEPT AT VTC ■ ■ o w ACCEPTED WASTE SITE. ROCK SOCK INSTALLATION NOTES CHAIN-LINK FENCE W 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR 1. SEE PLAN VIEW FOR: OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. - LOCATION (S) OF ROCK SOCKS. �2" MIN. r 6" MIN. T �J o 8. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE 2. CRUSHED ROCK SHALL BE 1j" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL + 6" MIN. y L.LJ DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. COMPLY WITH GRADATION SHOWN ON THIS SHEET (11" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM NO MATERIALS INCLUDING 2x4'S, PIPES, OPENING OF J", RECOMMENDED MINIMUM ROLL WIDTH OF 48". DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE _ N 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL MOUNl1NG CURB; HOWEVER, CURB �/��/� 3' 6" ROCK ROCKSOCK O z GD C V V JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. MAY BE CUT DOWN TO A HEIGHT OF 2" VTCj OR HIGHER FOR EASIER ACCESS AND J a 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH REPLACED AT PROJECT COMPLETION. FOR THE ROCK ENCLOSURE. OTHER ACCESS DEVICES MAY BE USED S E C TI 0 N A Lj AS ACCEPTED BY THE CITY. E SIDE VIEW 2 o � z O L ro 11 Cis O z DO J 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 CONSTRUCTION FENCE w/ ROCK SOCKS 0' U of C701 NOT TO SCALE C701 NOT TO SCALE C701 NOT TO SCALE C701 NOT TO SCALE o O) O LLJ N Q N Z DO LLI J Q N PP m �� Of a 0 ILL (n Z D_Q m �o 0 PLYWOOD IU o w_1= Z U Z U CDOT CLASS B GEOTEXTILE 0(ono w 0- < SEPARATOR FABRIC 0-f o m o m 2"BEDDING PERMEABLE PAVERS BASE STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A F AREA ADJACENT TO CURB A MANHOLE CURB INLET B MANHOLE HEAVY SEDIMENT LOAD WILL TEND TO PICK THE INI LET BOX IS NOT STABILIZED, WATTLE UP AND COULD PULL IT OFF THE STAKES INSTALL A TEMPORARY 2•x 4"WOOD STUD EXTENDED IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE SEDIMENT/EROSION CONTROL INTO CONCRETE BLOCKS BMP UNTIL THE SURROUNDING NECESSARY TO MAKE A HOLE IN THE WATTLE WITH AREA IS SUFFICIENTLY A PICK END OF YOUR MADDOX IN ORDER TO GET sTAAIuzED. BMP WIDTH VARIES BMP WIDTH VARIES THE STAKE THROUGH THE STRAW. WHEN STRAW , -- -- - WATTLES ARE USED FOR FLAT GROUND ;s:;.�.�L'•S•`'' ;:4: •.'< i, .. ; NOTE: PAVER PROTECTION SHOWN IS ONE ALTERNATIVE. ''�'••.;�•'•1`°- •;,I ROCK BERM SHALL BE PLACED �;•f. �,'�.;'A�•�'•'1' .' + APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; k' ' r;,S• CONTRACTOR MAY PROPOSE ALTERNATIVE MEANS OF WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE 'r y:?.,t:•�.•. '::�' ,( ', TIGHTLY AGAINST CURB FACE ,: ,; `�;•, TIGHTLY ABUTTING STAKES PERPENDICULAR TO THE SLOPE. �f `i •:� �,; WITH NO GAPS(TYP.) SEDIMENT CONTROL FOR PERMEABLE PAVER AREA. ••�'.'• •a: •• CURB AND GUTTER is ..�a•:� v '2 :: ) /' '.. ih .1•'�:.•.•r.... ."'S. FLOW OR r.••�`�'��.}Y�:• . .. I �i s!^'?.:tt.�1,�ti.%•,,;d:w'�,n,. •'.4{ •�'•. ..•r .''M:':I •Y.:..: 1 �."r .:a. •:.....• s •^li 1 4' 1 ..y:'.�� •..S�:a'••l.w.x.{ :,,{: �:...T, :.�... , C0 A A "x:!�.,1.-.•,".N: 4•.�.U MIN. CURB AND GUTTER .��..: �.'.i. :..I R'•':, STAKES SHOULD BE DRIVEN ACROSS FROM EACH ••;•'••�. ti .� •..;F; .. `'. ..,�.:� .. . •y•r.;�r�" OTHER AND ON EACH SIDE OF THE WATTLE. 1 ''ar•:" : ' ____ ___ _ ______ �+A .' �' �'` LU LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE / I! 'n N ROPE SHOULD BE a0 TIED TO THE POINT B WATTLE. BAILING WIRE OR SHOULD THENSBEKDRIVE NOUN ILOTHE BAILING WIRE STAKES I - - I ROCK BERM SHALL N a F�3 ! o 008 v0 0 < -E o N OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE BE PLACED nGHTLY PAVER PROTECTION Q u POINT A ® AGAINST CURB FACE '/ NOT TO SCALE p WATTLE. ``\\ �01 O POINT A 'A `WIRE ENCLOSED 1 1/2" B ® i ! , O WIRE ENCLOSED TUBULAR WASHED ROCK ! i o a / / O N O 1 1/2"WASHED ROCK MARKER WATTLE / 1 CONCRETE TUBULAR MAULER (10"MIN.DIAMETER) / CALL UTILITY NOTIFICATION CENTER OF _ I o PLAN VIEW BLOCKS MARKER PLAN VIEW MARKER •/ COLORADO � o o N TUBULAR MARKER TUBULAR MARKER / X z GRAVEL FILTER SHALL BE I / • � 1/2"TO 1"BELOW TOP OF CURB Uj OVERFLOW WIRE ENCLOSED 2"x4"WOOD STUD 4" MIN • T/I GRAVEL FILTER BMP WIDTH VARIES WIRE ENCLOSED " BMP WIDTH VARIES GRAVEL FILTER MAX LTER { o PLAN VIEW O , ; o o WATTLE LL (10" MIN. DIA.) FILTERED y � SETTLED . 1 // Know what's below. O U (^j RUNOFF RUNOFF w < POINT A POINT A a o ,••`•��a A ,•••��•,. CALL 2BUSICC�II befOreNESS DAYS IN ADVANOCEBEI g. z IORE YOU � o POINT B CURB INLET CURB INLET DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q } of UNDERGROUND MEMBER UTILITIES. g SECTION A-A SECTION B-B PLAN VIEW z O ENTRENCH 3" 0. io CURB INLET BLOCK AND GRAVEL FILTER CURB INLET GRAVEL FILTER WATTLE o POINTS A MUST BE HIGHER THAN POINT B M O (INLET IN SUMP) (CONTINUOUS GRADE) RUNOFF o Ru"�� �� City of Fort Collins, Colorado U) m IIIK SECTION A-A GENERAL NOTES: O O 1. INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.INLET PROTECTION(AFTER PAVING) ENTRENCH 3" UTILITY PLAN APPROVAL 0 p I SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. T 1 2. WASHED ROCK SHALL COMPLY WITH A 1-1/2"MINUS GRADATION. IT N 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1"(COMMONLY TERMED"CHICKEN WIRE").ROLL O WIDTH SHALL BE 48". WATTLE DIKE 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). N • • 5. OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. I P OR INLET APPROVED: J Wt DITCH INSTALLATION •. • . `n'D NOTE: City Engineer Date 3 I V V MAINTENANCE NOTES: ENTRENCH WATTLE 3"INTO O DR LIJ 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NATURAL GROUND AT THE OUTSIDE I NECESSARY. "-� EDGE OF CONCRETE APRON CHECKED BY: 0 0 2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2"OF ME I MAINTENANCE NOTES: CREST Water & Wastewater Utility Date 3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.UNLESS THE CITY 1D `-' ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. FE:[7 FE 1. THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT NOTE: STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. INSTALLATION OF WATTLE STAKES CHECKED BY: se 2. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM MAY VARY Stormwater Utility Date ° oo SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. % of 3. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS ACCEPTED BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, DROP INLET CHECKED BY: 4. WHEN REINFORCED ROCK a CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. IP Parks & Recreation Date C4 a X W TTL ILT R CHECKED BY: Sheet z o Traffic Engineer Date SWALE WATTLE DIKE CURB INLET PROTECTION 007 rOO5 DROP INLET WATTLE FILTER CHECKED BY: C70 NOT TO SCALE NOT TO SCALE NOT TO SCALE Environmental Planner Date 1 C701 C701 C701 16of 18 a1 NORTH ° was 0"I 60 0 60 120 180 Feet tz­i �-� !I (IN FEET) 1 inch= 60 ft. LEGEND: PROPOSED STORM SEWER PROPOSED INLET PROPOSED CONTOUR 93 EXISTING CONTOUR 4953- - N � O PROPOSED SWALE O_ PROPOSED CURB&GUTTER cn \ PROPERTY BOUNDARY N �./ I � CD DESIGN POINT I I AA r - - -- - - - - - - - - - - - - - - - - - - - - - - - FLOW ARROW �► ell F BASIN 100-YR FLOODWAY DESIGNAl10N � - (PER CSU CLOMR) � DRAINAGE BASIN LABEL WEST ELIZABETH STREETBASIN 6 0.60 aC AREA (AC) Z DRAINAGE BASIN BOUNDARY s --_ ' 1 a ST �_ - �_ - � WEST ELIZABETH STREET - - - - - - _ _ - - U O i U ••�F� O N N C m ! GLEASON/WESTSIDE 1 -I PROPOSED SWALE SECTION 15 z n _� o :. _ INVESTMENTS ��� - I 100-YR FLOODPLAIN EXISTING >:;i LLC fl NICOL CAMPUS L- (PER CSU CLOMR) ^\STORM DRAIN �::;: E a °�' ° � ' NOTES: O s 2 1301 W. 1221 W. WEST LIMITED I Z 100-YR FLOODWAY I .Y ;1 a C-o C a EL ZABETH T. l I (PER CSU CLOMR) -111 `.;:I - w w 1213 W. ELIZABETH ST. 6 I I ':\ 1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT I ELIZABETH ST. _ NICOL CAMPUS WEST CONNECT TO T ^i HOUSING,DATED FEBRUARY 6,2019 FOR ADDITIONAL INFORMATION. H2 INVESTMENTS LLC r" �•�. e v/ 1205 W. ELIZABETH ST. A EXISTING I 6 305 W. ELIZABETH ST. ` - w � I STORM INLET , I 00 E 1(-YR FLOODPLAIN ' Ir �OS2 / / 1 /I I �� ` C I I BENCHMARK z 2 0 PER CSU CLOMR I a I - - N � I �� 1 PROPOSED PROPOSED I o.- rros o.3s PROJECT DATUM: NAVD88 1 I I OS3 STORMTECH CHAMBERS STORM DRAIN .`✓ I � / \ W PROPOSED I EXISTING 0.33 I PROPOSED I % CITY OF FORT COLLINS BENCHMARK 20-97 ,_,_, s INLET I 0.86 I r PROPOSED I I EXISTING STORM DRAIN AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE.ON A CONCRETE TRAFFIC = o UNDER[ I PROPOSED INLET , 1 INLET (PRIVATE) SIGNAL BASE. e OS1 INLET OS - •� OS3 P �" a �I ELEV.=5050.15 -__ 8 - CITY OF FORT COLLINS BENCHMARK 19 97 2j " m _ - .1� AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST.,ON A CONCRETE TRAFFIC SIGNAL 0 1 l��I-L i_ n3 �TJI_ C 1-= �1- r-�-.L�I '-�°- I I:`T 1 CL I�J-_I [-Imo;`-L I- --_ s_ �I 1'� _r � -r -_- _ _PHILLIPS DAVID J LIVING 3- � I�L.I� � I �- -r �-ram �� -��-� I-�_ I.r-�_ _ -_ - 1� _I_ Imo- -� - -1� JI L /- s Cl Z BASE. 00 TRUST (.615) l - - - - - -- - sr. ELEV.=5025.74 z �r 1335 W. ELIZABETH ST. 160 - w , O L I ;T N a� � _PROPOSED PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS \ 1 T _ - D NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM) OR THEIR VERTICAL 11 PRO INLET` - � - �- - J -_ \ ''_ ,.-^�=� =` I •,,. :uwm��a^•r^:5^;•�Ms,,M: �; • :;� ' y. I- i 11� 13, �, �- '.y` 3 ( HAVE USE M P M F �, POSED � r PROPOSED I >� II 2 - °2 INLET .1-'' rh f 3 F- DATUMS. 2 STORM DRAIN -< - -� - - - ji 7s11 i I N \ PROPOSED AREA vl r I W h-,, : � \ 1 ,,,- ���_'_� �--� :.:_•. -DRAIN BASIN I -- .' � • � - � y R� ,` `�r . 'I � �O 0.26 ,' .W IF NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)IS REQUIRED FOR ANY PURPOSE, 3� 26 p O I I PROPOSED AREA I� ) � BLDG B = � � _ A � THE FOLLOWING EQUATION SHOULD BE USED: z 00 DRAIN BASIN PROPOSED AREA 1$ �'i II /, o� I NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)=NAVD88 3.18, �, - 27 1 _ I CHURCH "' II _ I I CO Iff DRAIN BASIN I J � _ � o BASIS OF BEARINGS M 00 r ,+ c THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15-7-69 AS BEARING o - T � � , 1 I Ir II� , o I _ SOUTH 00 29 45 WEST(ASSUMED BEARING). z� - - I J> so w I I � T A G - PROPOSED � _ I � �(A 2 § UNDERDRAINS %''� �� L 11 Io 1 .. \ n- h - - s- r, t - \ !_ BLDG ©�. "::� - U) . I I � � � � 1, I � �� : - �: � �� ..:� BLDG C � I - -- � I � ICI',� l l l r - .` ❑ o w F CD z r _ V I� I w O Q � Q 0.15 �m Q - - - o� ;. UNIVERSITY AVENUE } i \ � \ I- - -s- - - - \ - - - � � _ _ - - - - - ° 8 � w� UNIVERSITY AVENUE �50� ,g033� - � - - \ �s - - - ISO - - - - o, �. 0 m w� w� zcr) o z 0 . _ O�o (n Q D' D'� w � O_ 0 m O D7 DRAINAGE SUMMARY TABLE z TOTAL 2-yr 100-yr M DESIGN BASIN Q2 Q1oo FOR DRAINAGE REVIEW ONLY - LIJ W POINT ID AREA c2 cloo i Ti (cfs) (cfs) NOT FOR CONSTRUCTION 0 D g x (acres) (min) (min) Cn Ld 1 1 0.15 0.93 1.00 5.6 5.1 0.4 1.5 z O E o 2 2 4.88 0.93 1.00 15.9 15.4 8.3 31.8 CL 3 3 0.53 0.93 1.00 11.1 10.5 1.0 4.0 _ X OS1 OS1 0.33 0.95 1.00 5.1 5.0 0.9 3.3 CALL UTILITY NOTIFICATION CENTER OF W OS2 OS2 0.38 0.95 1.00 5.5 5.0 1.0 3.8 COLORADO �/ OS3 OS3 0.86 0.95 1.00 5.4 5.0 2.3 8.6 u z • X LU W rn 05 � Z � v in _ Q o Know what's below. O � z Call before you dig. _ c CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU z DIG,GRADE,OR EXCAVATE FOR THE MARKING OF o UNDERGROUND MEMBER UTILITIES. Z Q p City of Fort Collins, Colorado U) m 9 UTILITY PLAN APPROVAL 00 OO APPROVED: J E W City Engineer Date i 3 s o CHECKED BY: Water & Wastewater Utility Date FE CHECKED BY: o Stormwater Utility Date a 0 CHECKED BY: aParks & Recreation Date WE X CHECKED BY: Sheet z o Traffic Engineer Date CHECKED BY: C800 Environmental Planner Date 17of 18 Q) NORTH ° woo 101") 60 0 60 120 180 Feet tz� �-� i ( IN FEET) 1 inch= 60 ft. LEGEND: EXISTING STORM SEWER �- PROPOSED STORM SEWER PROPOSED STORM INLET � W_ PROPOSED CONTOUR 93 O O N O EXISTING CONTOUR — — — —5013- — — — O PROPOSED SWALE O - - - - - - PROPOSED CURB&GUTTER Cr_1 PROPERTY BOUNDARY 000 v 0') PEDESTRIAN ACCESS RAMPS O 00 cov C(.0Cn (0 4�, CA v 00 PROPOSED CONCRETE CROSS PAN(TYP.) O p CTI N Z JO O CROSS-SECTION(CSU CLOMR) 1036 co a 5000 �! ELEVATION NGVD 88 T � E o O CIO � °�' oU � NN `b�OZU BASE FLOOD ELEVATION (CSU CLOMR) m a o � o cn O C '0 N -o CC p N O O =0 y -0 d bD N i� 100-YR FLOODPLAIN -C n n-E c a (PER CSU CLOMR) 100-YR FLOODWAY (PER CSU CLOMR) FIELD SURVEY BY: Z 22 ,01 - - — FLATIRONS, INC. � N PROJECT NO. 18-71,080 o 000 DATE:APRIL 2018 s woo a` W L ADDITIONAL SURVEY: = w o _ — _ _ ETH STREET C °° NORTHERN ENGINEERING SERVICES O / C ( PROJECT NO. 1560-001 CD WEST EI-�ZAB C„) O _ — _ to DATE:OCTOBER 2018 z O LO M M — RI Lij WEs ELIZABET STRr— ST BENCHMARKS: CD ST to LO PROJECT DATUM:NAVD88 CITY OF FORT COLLINS BENCHMARK 20-97LLj ' -� - _ _ _ MW_ AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE.ON A woo CONCRETE TRAFFIC SIGNAL BASE. ELEV.=5050.15 3 m p I O Q •,k; 2 I L00 - .r CITY OF FORT COLLINS BENCHMARK 19-97 � � l ;:I;;`' 1 0 I ET 1221 W. I _' AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST.,ON A CONCRETE z INVESTMENTS LLC I '1 TRAFFIC SIGNAL BASE. o r 5 W. ELIZABETH ST. IZAB TTi T I JICOL CAMP JS WEST T m ELEV.=5025.74 Go Ji o J 5d 12 5 W. ELIZA ETH ST. A I z N I d5 I PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING _j 5.:ro I/ o 1 V DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS La w Cl) -- M DATUM)FOR THEIR VERTICAL DATUMS. =Uj I ' 0 GLEASON/ ST IDE NICOL CA PU I I I IF NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT COLLINS DATUM)IS REQUIRED FOR INVEST NT WEST LI M E ON SHOULD BE USED: I °I I ANY NGVD29 EUNADJUOSTEOD DATUM(PRIWING OR CITY OF FORT COLLINS DATUM)=NAVD88-3.18' 1213 � I 1301 LI A ET I ' BASIS OF BEARINGS rn -- BE _/ E S I _ T r — ®9 \,� I THE BASIS OF BEARINGS IS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION o Ld 15 7 69 AS BEARING SOUTH 00 29 45 WEST(ASSUMED BEARING). Q T A G . z — - ,: .� NOTES: w 011 Q '2• — 1 1 DIMENSIONS,UTILITY �� _ `''�" WF OTHER AND OTHER SURVEY INFORMATION •.. r � � I REFER TO THE PLAT FOR LOT AREAS,TRACT SIZES, EASEMENTS,LOT D S — — FFE=30.50 J FFE=32.00 ..=^ar ^:; 2 — . . m `�• . ••R� . �..••. � EASEMENTS,OEASEMENTS,A NFO _ 2 FLOODWAY AN FLOOD FRINGE — — r — FFE=30.50 '-' _ a s I THIS PROJECT IS LOCATED WITHIN ACITY-REGULATED 100-YEAR FLOO D r-1 0 0 m \\ PH I LLI PS DAVI D J L VI NG ��I — — — — rr \ ! i — — 26— I AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. oo L G — 3. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF co a 1 TRUST (.615) r °o CHURCH °2 I FORT COLLINS VERTICAL CONTROL DATUM(NAVD 88). o m o m \I 335 W. ELIZABETH T. 160 B 1 1 _ 4. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT(E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. FFE=34.00 }, FFE=34.00 o `• I :•,�;.,.•. �, ; - L L f — _ — 5. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE ey I`' `...f `' ' "'' ' L `. 0�� 000 •` — ` FLOODPLAIN, INCLUDING BUILDING THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE so< BLDG C _ po APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. I z Ip cc O 6. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY �w •a-{...:... 3 *, N a O I C WORK WITHIN THE FLOODWAY(I.E.,CURB CUT REMOVAL,LANDSCAPING). BLIJ� A �. �� N z j- I �S° W FFE=40 00 �� O 7. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER -� I .. / V � > �:: � :. � �•. ❑ .. � • .• � FFE=30.50 ' '•'" • ' . � ' ' , �••`• :" .� � ...r=:;,: � • � TEMPORARY(DURING ON)OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE .. ❑�:•,;,.:. / I I � TEMPORA ING CONSTRUCTION) Q / ► E=32.00 y REQUIREMENTS FOR NO RISE IN THE FLOODWAY. ILL! 8. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SAINT JOHN XXIII AND LOMBARDY STUDENT Q HOUSING, DATED FEBRUARY 6,2019 FOR ADDITIONAL INFORMATION . w. .. .. O I U) 9. A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF — UNIVERSITY AVENUE so28 � Z m U EV R ISTYAVEIVUE - _ so _ _ _ _ _ a T — o �, 3 — — — — — J OCCUPANCY WILL BE ISSUED. — T a U 5p 2 i�5 �503 �y°�'� �So3O L'J = 10. ALL HVAC EQUIPMENT IS TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD PROTECTION Q 0 ELEVATION. 7 p \/ of _ N No 11. HORIZONTAL CONTROL:CITY OF FORT COLLINS GROUND MASTER CONTROL. I 1 1 M W I - CALL UTILITY NOTIFICATION CENTER OF I � COLORADO Z Z �/ s s /\ N p I o � 00 • xo Q k � N Z o toD J W0 U u Know what's below. 0 U) CBII before you dig. Z 0 o CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU l__ p o DIG,GRADE,OR EXCAVATE FOR THE MARKING OF Q UNDERGROUND MEMBER UTILITIES. Z go O A Q J g City of Fort Collins, Colorado (n m OX UTILITY PLAN APPROVAL U_ 0 O N O c ° J APPROVED: o J City Engineer Date F- 0 0 CHECKED BY: Water & Wastewater Utility Date CHECKED BY: o Stormwater Utility Date a n � I W CHECKED BY: . z Parks & Recreation Date Z Vel X CHECKED BY: Sheet z o Traffic Engineer Date CHECKED BY: C900 Environmental Planner Date 18of 18 NTS