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HomeMy WebLinkAboutMONTAVA - PHASE D INFRASTRUCTURE - BDR240010 - SUBMITTAL DOCUMENTS - ROUND 1 - Utility PlansCity of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer, APPROVED: Water & Wastewater Utility, APPROVED: Stormwater Utility, APPROVED: Park Planning and Development, APPROVED: Traffic Operations, APPROVED: Environmental Planner,Approved Sheets Date Approved Sheets Date Approved Sheets Date Approved Sheets Date Approved Sheets Date Approved Sheets Date LEQEND ABBREVIATIONS EXISTING 1' CONTOUR '�-�j� _ � AC-FT ACRE FEET EXISTING 5' CONTOUR / ��925� _// ASSY. ASSEMBLY 84.0' ROW (MIN.) / 4g BO BLOW OFF PROPOSED 1' CONTOUR � 2��� 6.0' 6•�' 49 BLVD BOULEVARD � W� 31.0' ROADWAY W�K PROPOSED 5' CONTOUR �` 25�� N � (MIN). 7,p 13.0' � 13.0' 7.0' MIN . BVC BEGIN VERTICAL CURVE o � BIKE pKWY. (M1N.) , , , PKWY. (MIN.) BIKE EXISTING RIGHT-OF-WAY - - N w �E 10.5 10.0 10.5 �E j o 7Rp►VEt- C�ITER TR�►VEL PROPOSED RIGHT-OF-WAY - - DIA DIAMETER w � EXISTING EASEMENT EAE EMERGENCY ACCESS EASEMENT PROPOSED EASEMENT - — — — — — — — - ESMT EASEMENT ARTERIAL 2-LANE EXISTING FIRE HYDRANT �—ee-W EVC END VERTICAL CURVE �T�` EX. EXISTING W GIDDINGS ROAD PROPOSED FIRE HYDRANT Q EXISTING ELECTRIC —E E FES FLARED END SECTION � PROPOSED ELECTRIC —E E FG FINISHED GRADE m 80' ROW (MIN.) EXISTING GAS —G G FH FIRE HYDRANT DRAWN BRB PROPOSED GAS —G G FL FLOW LINE 'IO' PKWY � 'IO' PKWY CHECKED 5, g, �.rn,.� 38 ROADWAY (MIN.) g• 5• EXISTING IRRIGATION —I I FS FINISHED SURFACE DAP WALK BIKE 8� 8� BIKE WALK DESIGNED (MIN.) (MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) PROPOSED IRRIGATION —�—►�� GTV GATE VALE BRB ��' ��' HDPE HIGH DENSITY POLYETHYLENE PIPE FILENAME PROPOSED IRRIGATION SERVICE � 0009_Cover_Infra EXISTING SANITARY SEWER SS� HP HIGH POINT IN INCH �P�� ��c MINOR COLLECTOR SECTION 1 PROPOSED SANITARY SEWER •""' �T� INV INVERT :�•��Q��� �,'��� MAPLE HILL DRIVE PROPOSED SANITARY SERVICE ; PQ ,�� EXISTING STORM LINE L LEFT Q��p����,��5� ;� F4 �: <v LF LINEAR FEET 0� •....••'�G� PROPOSED STORM LINE W MANHOLE � � ��NAL E� LP LOW POINT 80' ROW (MIN.) EXISTING WATER W/ VALVE —W W 8' PKWY S' PKWY M H M A N H 0 LE 7� (TYP.) (MIN.) �► PROPOSED WATER W/ VALVE WALK 38' ROADWAY WALK M I N M I N I M U M (MIN.) 6� 6' (MIN.) PROPOSED WATER SERVICE � BIKE 8' 8' BIKE MRJ MECHANICALLY RESTRAINED JOINT (MIN.) PARKING ��, ��, PARKING (MIN.) EXISTING UTILITY PEDESTAL/VAULT ❑E FO ❑T �q��p„ �qy�, NTS NOT TO SCALE EXISTING TELEPHONE —T T PC POINT OF CURVATURE EXISTING FIBER OPTIC FO PCR POINT OF CURVE RETURN MINOR COLLECTOR SECTION 2 EXISTING CABLE TV Tv KTm PI POINT OF INTERSECTION MAPLE HILL DRIVE AND TIMBERLINE ROAD EXISTING OVERHEAD ELECTRIC OHE PRC POINT OF REVERSE CURVE PROPOSED FLOW ARROW � W PROP. PROPOSED � TOP OF FOUNDATION ELEVATION TOF=51.13 PT POINT OF TANGENCY Z � 51' ROW (MIN.) FINISHED GRADE F.G.=50.63 O PVC POLY VINYL CHLORIDE (PIPE) � � 6.5' PKWY 6.5' PKWY A A � U (TYP.) (MIN.) PROPOSED SWALE CROSS-SECTION 5� 28' ROADWAY 5� P K G P AR K I N G � � WA� g► yy,q� PKWY PARKWAY � � (MIN.) 10, �o, PARKING (MIN.) PROPOSED THRUST BLOCK � R RADIUS �M � TRAV0. TRAVEL �I � � PROPOSED STORM INLET [c o1� I�1 RD ROAD W Q � PROPOSED SEDIMENT CONTROL LOG � � � W ROW RIGHT OF WAY � � � RESIDENTIAL LOCAL PROPOSED CURB INLET PROTECTION W �T�` PROPOSED RIPRAP PAD S SLOPE Q Z � MIDDLE FARM WAY � SF SQUARE FEET PROPOSED VEHICLE TRACKING Q CONTROL PAD SS SANITARY SEWER � PROPOSED SILT FENCE SILT Z W 72' ROW (MIN.) ST STREET O � DRAINAGE BASIN x STA. STATION � Q 7' PKWY X = AREA, ACRES AB-C = 7' PKWY (MIN.) 5� 6� �' 36' ROADWAY 6� 5� AB-C = BASIN NUMBER Y ST-X STORM SEWER Y = BASIN % IMPERVIOUS � WALK WAUC 8' 8' BIKE WALK TB THRUST BLOCK (MIN.) (MIN.) PARKING ��, 10, PARKING (MIN.) (MIN.) �� ��� PROPOSED DRAINAGE DESIGN POINT � TOF TOP OF FOUNDATION PROPOSED STORM DESIGN POINT O TOP TOP OF PIPE TRM TURF REINFORCEMENT MAT CONNECTOR LOCAL W/ BIKE LANES PROPOSED BASIN BOUNDARY ■ � � � � � � � ■ Kra TYP. TYP I CAL FLINT HILL DRIVE PROPOSED LIMITS-OF-DISTURBANCE � �.00� EXISTING SIGN � W� WITH PROPOSED SIGN � WL WATER LINE VC VERTICAL CURVE PROPOSED CONCRETE SURFACE � ° � ° � ° a a PROPOSED PAVER SURFACE � � (ABOVE SYMBOLS ARE NOT TO SCALE) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE N/A DATE JULY 31, 2024 SHEET 2of50 ’ “” – ’ ’ ’ — ’ “” “” “”“” – “” – – “ ” – ” ” ” ” ” ’’ ’ ’ ‘’ ‘’ ’ ‘’ ’ ’ ’ ’ ’ ’ “” ’ ’ ’ “” VAU L T VAULT VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VA U L T VAU L T VA U L T VAUL T VAUL T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T V A U L T VAU L T VAUL T VAUL T VAUL T VAUL T VAULT VAUL T VAUL T VAUL T VAUL T VA U L T VAU L T VAU L T VA U L T VAUL T VAUL T VAUL T VAUL T VA U L T VAUL T VAUL T VAUL T VAU L T VAUL T VAUL T VAU L T VAULT VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VA U L T VAU L T VA U L T VAUL T VAUL T V A U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VAU L T VAUL T VAUL T VAUL T VAUL T VAULT VAUL T VAUL T VAUL T VAUL T VAU L T VAU L T VAUL T VA U L T VAUL T VAUL T VAUL T VAUL T VA U L T VAUL T VAUL T VAUL T VAU L T VAUL T VAUL T VA U L T VA U L T VAUL T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T V A U L T V A U L T · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · VAU L T VAULT VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VAUL T VA U L T VAU L T VA U L T VAUL T VAUL T V A U L T VA U L T VA U L T VA U L T VA U L T VA U L T VA U L T VAU L T VAUL T VAUL T VAUL T VAUL T VAULT VAUL T VAUL T VAUL T VAUL T VAU L T VAU L T VAUL T VA U L T VAUL T VAUL T VAUL T VAUL T VA U L T VAUL T VAUL T VAUL T VAU L T VAUL T VAUL T VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAU L T VAU L T VAU L T VAU L T VAU L T VAU L T VAU L T V A U L T V A U L T VAU L T VAU L T V A U L T V A U L T V A U L T V A U L T VA U L T V A U L T V A U L T VAU L T VAU L T VAU L T VAU L T VAU L T VAU L T VAUL T VA U L T VAU L T VAU L T V A U L T VAUL T VAU L T VAU L T VAU L T VAU L T VAU L T VAU L T VAU L T VA U L T VAULT VAU L T VAU L T VAU L T VAU L T VAU L T V A U L T V A U L T V A U L T V A U L T VAU L T VAU L T VAULT VAU L T VAU L T VAUL T VAU L T V A U L T VAU L T VAU L T VAUL T VAU L T VAU L T VAU L T VAULT VAULT VAULT VA U L T VA U L T MAP E HILL DR 80' ROW (MIN.) 10' PKWYy 38' ROADWAY 10' PKWY 5, 6, (TYP.) (MIN.) g� 5� WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) � TRAVEL TRAVEL z 0 � N a z � O � � N w MINOR COLLECTOR > � lLTB w � MAPLE H.L DF�AND N 7�Eii.ME iD � � KEY MAP N.T.S. �- m DRAWN BRB LEGEN D CHECKED DAP PROPOSED CONCRETE � , ' ` ;.�...;y� DESIGNED BRB PROPOSED PAVERS FILENAME 0009_Street P&Ps_Infra NOTES: oo �,c FLOW LINE PROFILES FOR i �P,...,, 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL o . DUTCH ROUNDABOUT TO BE �� _ �:�� �o�P,�o� P R O VI D ED ON CE FI N A L I � , , — RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED : PQQ ��G TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. G S � CONFIGURATIONS HAS BEEN � � - ' � � � ��'`"� � Q��°o�°��o;��,� \ � � �� ��� . 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL �F � AGREED TO BETWEEN THE CITY j:; � � � - � � ` � . � � — .:-�.%. . . •. �.•G� ��` � .:;�: .'':�•�;.. , � , "%'" � • ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT C�� '••••' � , SEC110N TO BE DETERMINED BY GEOTECHNICAL ENGINEER S �� � � , — � ��.� � - /pNAL STAFF AN D M ON TAVA � ` �� o �' :;, , `';�<., � , — ' * , �y:�-►- '�' AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT � \ � — � , ,, ,-;:..:� 2o+p0 / ;���°� I `:�' , � , , — ' .�.�`�"'� ` � N��� �R SEC110N SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK _ 1 � ' .' '� \ . — ` *=� "` ` ' �� MPP�'E y�� TRAFFIC ON ALL SUBDIVISION ROADS. � � .� ���� pp�04 '{'., ' ' � . .. ✓��.S..i. ' �-I � 1 �� � � '. .,!r' , ,. . .:.. ,.. . .... . , ; ... � .. _ . .�:%: ..,. �g+p0 ,.:.,, h _ � L _ _ , �.; • , �. � _ — — / �.A. ��'. ..�'': � � � � '��..I�'. '. I�� �����„✓,.�..' W — — J ,, ,, .-::.. ' .. . � r�.: :: w MINIMUM ALLOWABLE PAVEMENT SECTION PER ... .. . . .. . . . ... , .. — , PRELIMINARY GEOTE . ... .. . . ., . . . . .. .., .... . . : ' � ':�,.� . .. . . .. , .. . . .. . �. ...._ ,. .s. . . F : . .. �. � '�.. �� :�. 'a� V� . .. .. . . ... . . . ., .. .�. . . . .4 . . , : . . . .. .. .. . ::!.. � , ,.. . . �� . . .�. ;�. ��L L_ ... . . .. . . � . . .... . . , . . . . �n� � : :�i'i♦ . . .� . .—.�����r-��. ...� . .��. �i . . �. '��� [ � " � . . ...% ,T"�� :-{J-" . . . .-. . .. . . . . . .�� "�fi+T� f+� �� �. . �r t-,��.�i.� �" . r , ... �.�. •.. . �• � R:. "J-1'. . { • . . . . . ♦ . •T�- .�. . . .. r�. . . .�4�r��+� J-J-•.��. � �.:�.�� •�' , ... . .. . . . . . .. . .. ... . ... ... . ;Y.. .-�— ;�. 0 � J. .. .. . .� . . . .. .. ... .. . .r. . . . . h. . :.i.. .� . . . ... .R. • .:'� . ,. ,�.. ..�. . . . . � . . . � . .� . �. . .. . . . • . . . . .. . . . r . ... .�. . �. '. . / ♦ • U ♦ ' � ..�� , r!< � . . . . .. . . . . • . . . � .. . . . . . • . . .. . .. .. . . . . • . . .. :.. �S%`: '.I...! r , '� . . . . . , .. . ... r . . .. �:� 8+ ♦ . . . . � . • . . . . . . . . Y . �. . . . . •. .r . s. . . ..: .' �• . , �.. . '• l,� .' �y � ..! .;�' ' , � i . . . . . . .. . . .:. .. . .... .�� :�.�.� .. 1 / .♦ if: . . . . . , '.. . . ♦. � � I w ASPHALT PAVEMENT AGGREGATE BASE ;�. �. , , �� � ..,.�. . 1 '; o PP�E N��-� � �. ::,;�%�'"� , , , ' / / � THICKNESS(IN) THICKNESS(IN� M l` D •��'•��' / ' LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ � i _ _ �i 4+00 0 �i s+oo _�� � ��+°� ,,..:� '�: � � � � � � M IN OR COLLECTOR 5.5 7.0 � .�':� .: � . 9+00 10 00 MAPLE HILL R 12+00 � 13+00 a 15+00 � .j... �� � � — ,� � a— • — a- q . ::'':.f�,i'"''!�� / ' i � ,4 / / �S � � r��'� — 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED ;��• , ,.� ,. . •,,;:.. / . �;— — j. , r �'. � .. '�. �. . . . .'• .. � . �.. �. �' . . . : . ..� "♦ :' :�".'r.� '• '. " �i�• '�.. I � / j... '. ... . .� . . . .. �. . ,. . :.. . . :�.�� . . . " .� . .�. . . • . : .'.•�'. . �' ..". �' ♦ .': .' �..• .. ..�.: .. • '.� . . � . .. . I . . . .. �i' ��'... .� ..�.r .�.. ..: . ; . ' � —.. .. . .. .. . . .. . • .. . . . .� .. . '..' •�:. I ".'l.r�. . .:. '.: �.,-� A... � . �'' . ' . . � r n.� � ., ._�_�—�.•.1�.�,.L� .�-�r..�.—r�.����' ��..-"3�.� .�_:���...�r.' . .. ��.. ... _ �. ..� .� �;�_�:�<�T.�_1� _,�- RAISED CROSSWAL �-���—. , . . . . , . . . . C �. , K S _ :. . . :., . . TO THE CITY OF FORT COLLINS PRIOR TO PAVING. ti . �:..` � _ 4 � � G •:''�'. � < ' : ,. . .• . . .. .. �...��. . :'��1 . . '.. ..' ' :�♦ . . .. .� ' . • . � .. ','. .'' ...� ..� : �. • �;. .� . .�.r � .. . � ' ' i r. . . �'�. . . . . . . . . .w ... . . . . .�i� ✓^: E :. � :':x: _ _ _ � / / . . . . ... : - - - - - - - - - - - - - - . . — — — .�.'r. .{:. '. LL �'` ���� � '". � � � \ � � 4. AGGREGATE BASE COURSE SHALL BE PLACED IN UFTS W �`�' �i � a � � NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED � �t� \ �•4' vava°° � � / '�� � :'l�: �'l:: ' �� . .. Z � . �,.: � ,.+' � � .`' � � TO A MINIMUM OF 95% PROCTOR DENSITY. : � , , , ; � J `�'��� � `�� ' , °° 5 FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT O � . ,, :.. ,; ,J ,.... � �..�.:�� / . . tif = k' � .,.g. ':,:' ` � — ~ � �I:�: � `:t: �\ - � �� � � / (� (� Z � `� ; � � � :. _ � 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � O �� `` �'�• � �:: .:��` � ` ` .. \ �/ � � � � ALL—WEATHER DRAINING SURFACE CAPABLE OF > � .;i . :.-,.. � � SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING � PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. � I�' � � � � � a cn � z So,s 5015 a � a M AP LE H I LL D R LOW P01'NT AV= 19�07 3 > Z J PVI STA. = 19+07.34 � EXISTING _ _ PVI ELE = 5002.03 a — — GRADE A.D.�= 1.109� � � 5010 — — K2�.00'9vc 5010 ~ W � , Z W � _ \ �`ri, K�i,co O � � \ ` � � INTERSECTION WITH � " ��i ►> Q � � — � � — _ DUTCH ROUNDABOUT — — — �� — �o = 5005 _ _ — 0•55� — — N N w = 5005 � � GR DE - - - - - _ _ m I ww - _ - — — — — — — — — — W — — — — - - - - - - - - - 0.5 5000 5000 4995 4995 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 50 � 50 7 00 SHEET scale HORIZ: 1"=50' feet �0 �f �0 VERT: 1"=5' 80' ROW (MIN.) MAPL 10' PKWY 38' ROADWAY 10' PKWY 5, 6, (TYP.) (MIN.) g� 5� WALK BIKE 8' S' BIKE WALK (MIN.) (MIN.) PARKING 1�, ��, PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 � N a z � O � � MINOR COLLECTOR > � ILTB w �' MAPI.E F■1 DR MD N iN�ABFJ��E 1� � Q KEY MAP � N.T.S. SEE SHEET 37 m .. ,� `�. � \� f ! � // / DRAWN \ �� � // BRB � aa a \ '.'� °a CHECKED , :.�;.: LEGEND DAP , � ` � . pD�D ° � �I ��� PROPOSED CONCRETE �'��, y:.^� DESIGNED BRB I D . � ` •{' I �s�..� PROPOSED PAVERS FILENAME � / \ ,' � 0009_Street P&Ps_Infra o , � � `'. 3 � ��:: o a�. �� � �-6 2� :ti�� NOTES: �p,D�,��� J � � ti6 � � � �; FLOW LI N E PROFI LES FOR TH E 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL c��,s���Q�O�G�O� i ; � ��� : ::�;;= �'..� � '" FI D D LE TO B E P R O VI D ED ON CE RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED � G PQ 5��. � — — — — _ _ � .. 6- . �1 � � ��.. � TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. p�� G0� . � W - - _ _ _� , � �.:: `: :�:, � � ° '.� FINAL CONFIGURATIONS HAS Q�Fo� �°:��,`� _ �—��;��= '� _ _ — � � ` � o � 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL O� •'� � �, _ _ _ _ — BEEN AGREED TO BETWEEN TH E � S •....• �G � • — — — — � � • `:` ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT �4NAL E - - - - - - - - - - - - - - -°' ,;� o � o � '�.` �.` .. . .. .�. .. �. :.- . . ,; . ,. .,. . ;. � . . �,; , . ,,, ., .,: �'-� • � ' ' ' - '�'��`::.�� '� 5k� ° ' •., <.' Y S A M ON TAV � — — SEC110N TO BE DETERMINED BY GEOTECHNICAL ENGINEER . �: .:. .. w -, � �.� � • �' 2 .:....: . .... .:. ; ..: . ::. . N ... — .: :. .. . : ;.. : . ; ''•�"..-: •..::'�`.:;• :.,� ' •:a - ��:, .w • � � � � SUBGRADE INVESTIGATION. MINIMUM PAVEMENT . � - � AFTER �:; : ,:.., ;.,:. ;. �� � .r :: \ J��� � � � � � � SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK 20+ - �: ''<� `�; �' � ' \ � � � � � � C U V 0 0 . 00 � � '� � � � TRAFFI ON ALL S BDI ISI N R ADS MAPLE HILL 4�'O� '`r' ,��• • �• � � �R 21 p — Z : •, • ,• — — — � •^ •r, •F r. \ / / �� / +0 � � .�.. : :.•. .. . ' 22+ +00 � \ \. �.� �` �� � / � MINIMUM ALLOWABLE PAVEMENT SECTION PER 4��.; � � � 00 23 � .�:;`. / �.R.. '��, � ���: � °- �. :F . � � PRELIMINARY GEOTECHNICAL REPORT BY EEC: ���_:�;:�._ •�.� .� � s - :..: � / — ,. . . .. , � \ :�. \ � � .. . ;.. ,.. . � .... .. .. :- .'. : �' - — — . . , :; �.;�` � .; , � `,.`�;'° / � � — _ ,. ;:,;.:.•,:.:: . .. , . ... .. : � ...Y.• i � _ _ _ ,.: .. . / _ . . .. ...... . , ..,... ;.... . � \ / � ASPHALT PAVEMENT AGGREGATE BASE — _ .. . . . .. � , � � ,, . . ;.,.. , . .. � , , , ... ...�.::... . .,:... ..�: � ,� � � , ., ,.. .`.:.. , . . r . .. .. . . ,s,: .. ; .. , \ \ THICKNESS IN� .. . _ , ... ...::.: _ „ �. . . , .. . . . . . .: � � . ; .`.::.. . �:. � �, � :%� ( THICKNESS(IN� \ ��� � j � — — — ` �" .��� — — — � � : �1 � ' \ �o � LOCAL CONNECTOR COMMERCIAL 5.5 11.0 - - - - - - - - - - - \ .� o �- � ��� � �''.' \ � J'" � / � MINOR COLLECTOR 5.5 7.0 . - - - - - - - - ,.. o � '. ° y / � i � �' � � � � +' � R J� \� \ 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED o :. . 3 I :.',. � � \ ���: - � �� TO THE CITY OF FORT COLLWS PRIOR TO PAVING. o � �, � �:`` � � �� .. .�. \\ � W Z � 4. AGGREGATE BASE COURSE SHALL BE PLACED W LIFTS CI� � � "�,'' e 4, � SEE SHEET 35 TO AEMI�NIMUMGOFI 95% PRO TOR DENSITY.BE COMPACTED Z � W � � J — 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � U LJ� � � 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5015 _ 5015 ALL—WEATHER DRAINING SURFACE CAPABLE OF � � � HIG � STA ST 20+ 2 963��� — M AP LE H I LL D R — — SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q � � PVI ELEV = 50 3.00 — PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. A.D. _ -1.1¢95 - - - - � � � K = 100.3Q - � Q 5010 1�0.00' VCi 5010 � � Z m ^m �^ _ _ _ _ a +o +o � Z J N� _ NI�A _ _ _ _ � � 5005 � �� c�'i c``'i 2'35� 5005 � � � Wm m / � W W G ADE 2•���0 / Z W � = 0.5 % � � / O � � W - - - - - - - - - - � - - � - - _ \ \ 0.55 - � _ - - - - - - - _ _ � - - _ _ - �/ N � a � 5000 N ' — — � � � N �, � � 5000 = ~ EXISTING p o + � � � GRADE — � �n N — — — _ N II II �� — II > 4995 N W N W 4995 4990 4990 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 ''"JO � ''"JO 10O SHEET scale HORIZ: 1"=50' feet 31 �f 50 VERT: 1"=5' 72' Row (MIN.) LINT HILL DR 7' PKWY 7' PKWY �,T,�� (MIN.) 36' ROADWAY 5' 6' 6' S' WALK WALK 8' 8' BIKE WALK (MIN.) (MIN.) PARKING ��, 10, PARKING (MIN.) (MIN.) TRAVEL TRAVEI ` z 0 � N a z � O � � CONNECTOR LOCAL 2 W/ BIKE WNES �' o KT$ � W FllR F■1 DR �' � � KEY MAP N.T.S. �- m DRAWN BRB LEGEND CHECKED DAP PROPOSED CONCRETE . DESIGNED ` � BRB � PROPOSED PAVERS FILENAME 0009_Street P&Ps_Infra rn�ws�noN uNE eErw� PHASE D SET AND INFRASTRUCiURE SET NOTES: �P�� ��C , o�• 'FtE�' �p,�, � ��,,,� � �� 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL c�;'� Q�� ���� � I I RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED : Q•Q �� _ .. ,, ,.. �, s_y� J �,�_T TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. ���G GpC��' � � - T;�: . _ '��: � . � '::` � o ,:�. - � �:... Q . I O �, <v '`I ' ;1.�' �— � 2. CONTRACTOR SHALL COORDWATE WITH GEOTECHNICAL O�� •'�G�� •..... � � ENGINEER DURWG CONSTRUCTION. MINIMUM PAVEMENT � S�ONAL E� � , — T— — �— — �— —, � � _ _� _ �_� SEC110N TO BE DETERMINED BY GEOTECHNICAL ENGINEER 3s o0 40+00 4i+oo 4z+oo J 43+00 44+00 45+00 4s+oo 46+53 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT - FUNr Hi�� oR �— SECTION SHALL BE DESIGNED FOR HEAVY—DUN TRUCK ,. ,. ,. . .. , .. .. TRAFFIC ON ALL SUBDIVISION ROADS . .. ,: ..,- . ,: _ ; ��'.� -:;�° I � .J�' •.-4-�'' '-�. _ �.r{��� � �� ����.•".��'. . . I .I � � MINIMUM ALLOWABLE PAVEMENT SECTION PE . ... .. . .. .. . . •:t�' � ':�:' I R D PRELIMINARY GEOTECHNICAL REPORT BY EEC: I � ;�I::: � ;;�:. � r � � m ASPHALT PAVEMENT AGGREGATE BASE ��� = r� � THICKNESS(IN� THICKNESS(IN� I ::I'' � '�y � ::�.•: � �:;� I LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 � ���'. `�� MINOR COLLECTOR 5.5 7.0 i "`r: '=i� i � �.:: �.:�.: � :.{`: I `:�. i 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED �. _� .. - I =:�.. ;� � TO THE CITY OF FORT COLLINS PRIOR TO PAVING. .:Y.=. �,� .t' '!1^ G �; � . . . ... . . W • - I -1 ` `� � 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED � TO A MINIMUM OF 95� PROCTOR DENSITY. Z � W � � J _ � - 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � � � � � 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � � � 5025 5025 ALL—WEATHER DRAINING SURFACE CAPABLE OF — — — FLI N T H I LL DR. I N FRASTRU CTU RE — — PAVERRDES GN CANNHAND EAFIRE TRUCK LOADINGATING Q �, � � � � — HIGH POINT E V = 5009.97 — — — � a HIGH POINT ST = 39+25.51 PVI STA = 39+47.37 5020 �/ � � 5020 PVI ELEV 5010.15 � � A.D. = 2.15X K = 1.90 a — so.00 vc — — — — — Z J _ _ _ = EXIS ING _ > � � _ _ G ADE _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - a 5015 � N� — — — 5015 � � � o �o — � Z W W � / W r�in � � O � — W — — � — — — — � � ' a _ > _ , - � _ m �� - , - - - - � 5010 0, y; ��/ 5010 = � � —1.60�' i � 0. 5% - � - - START OF IMPROVEMENTS WI7H , - - INFRAS'iRUCTURE S'ET - � ' P OPOSED 5005 � � � GRADE 5005 � - - - �, � o — � � �� ' — — � — + � M � - � - - �� - - � — II — — — — — II 5000 � � o II � 5000 — — n n — — — > — — — — � — w 4995 4995 38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 50 � 50 100 SHEET scale HORIZ: 1°=50' feet 32 of 50 VERT: 1"=5' 80' Row (MIN.) N 11MBERLINE RD 10' PKWY 38' ROADWAY 10' PKWY 5, 6, (TYP.) (MIN.) g� 5� WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) � TRAVEL TRAVEL z 0 � N a z � O � � MINOR COLLECTOR �' o > IiT.S W MAPLE 1#1 Df�A!D N i1MBE1r.lE iD � � Q KEY MAP � N.T.S. �- m DRAWN BRB LEGEN D CHECKED DAP DESIGNED PROPOSED CONCRETE :�;::��� BRB ,. _ ':,i J ��': _ ;�,: � FILENAME ; PROPOSED PAVERS - � � � 0009_Street P&Ps_Infra i� �' �.� ` � �'.?.�� � ". '.i �� \ .'J'' / .y�. -^ '�-. Twws�noN uNe eEnn��r� / �o � PHASE D SET AND. / � p.D� ��C �N����,� � , NOTES: � •• • �, . .;. � �•• RE� ��p. �� , . �� o .. . .. . : - � �.�'`� .. � � � '• � / ` pD����� 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL : � QQ� �G � }. I . _ � . I � RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED G P c,'� �,��.' � TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. ��0�� G�� o ;� = r� � - - - - - - Q � : �. O <v _ � - - • , ;... :, ; _ -; ,�':-:,' , .. . - ,,. - _ :. ;. , . _ . < _ . .' - •, ; , .. ..:... . -; . . .,. .- . ... :. .. . .. . ,.. ., ... .. .. F . ,. . , � . ..... i. _ . . . ... :... . ..���.-.'..' , .y ,�.-�.. �.. . . �� ��, :� '��� . :. . .: . ...... . .. .. . � .. .. � . � . . .. .. �.:�;'. .. .�- ... �. ... .. ;.:,. ... , . ..'��� '�'�` � .� �..- ;, ,.. ... ,.� :'"e.. ..: . . :.�.���:�-�. � �. S � • . . . .. .....� . . . �'+' � ..�.. �� :�.y.. .._'. . ... � . . ,.., , . .. .. .. ....,. . .... .. . �'-, e: Y. '��� \ • •• ` � 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL � •••• G - I � �. ° ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�4NAL E� � - ��:_.' o I N TIMBERLINE RD �' P p SEC110N TO BE DETERMINED BY GEOTECHNICAL ENGINEER T_ _ � _ � � N —� I � D P � _ 2s+o3 AFTER SUBGRADE INVES11GA110N. MINIMUM PAVEMENT �+oo�� �s+oo r N �'is+oo� 20+0o a 2i+oo � 2z+oo i s+oo � 24+00 � 25+00 �— � SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK I� � � ° `� TRAFFIC ON ALL SUBDIVISION ROADS. {• �..i � aa I I - '.$v I . .. � .S�: � .. .� ; µ. ,.. '... ...'. .. ��. :.. i .. . �... � •:. . ��: �' . MINIMUM LLOW BLE P VEMENT SECTION PER . . ,.. .. . . ...<: . : .. : . . : ..... ::.� � - .: . _ . . ..... . .. . . ,...: , . .. . . . .�.. . � . . . . -:t ' .• .. '' ��d' - / A A A ... . . .. ... .. .. : .. : _ ::1. . _ ... . : _ .. :.. ;.�,;. ♦ . .. . .. . R "• ,' I � P ELIMIN Y GEOTECHNIC L EPO T BY EEC: .. . . ., ... . . . .. R AR A R R f - � ASPHALT PAVEMENT AGGREGATE BASE i ;' �� � � / THICKNESS(IN) THICKNESS(IN� a � � vooa � � � `�� = � � LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 �'' � MINOR COLLECTOR 5.5 7.0 . . , •- wustv cRossw�uc �� :: o o r,� / ,. . . . , ,, ,... _ ; .�. : .:. ,. : .. . . >. ,. � •. :. . . . �: . ....., . : ... ... .. . . .;:. � � � � fl " � ` � 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED -<. � ,; ,;:"; � . -� � � TO THE CITY OF FORT COLLINS PRIOR TO PAVING. .;. , .� ,. °,� ��. I � • � .��' � ��=� � 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W � NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Z � W TO A MINIMUM OF 95� PROCTOR DENSITY. O � J � 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � U � HIGH POINT ELEV = 5008.76 � � O 5020 HIGH POINT STA = 18+72.61 5020 _ ,�.�.� 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � PVI EL V = 5009.0� N TI M B ER LI N E R D. I N FR ASTR U CTU R E ALL—WEATHER DRAINING SURFACE CAPABLE OF � � A.D. _ -3.4s9� SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING � � � K = 31.75 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. � � � - - 11 .00' VC - - - LOW POINT E� V = 5004.10 � a 5015 LOW POINT ST = 21+18.08 PVI STA = 22+47.94 5015 � � Z '� PVI ELEV � 5003.50 A.D. = 0.68� A.D. =I 4.43% K = 1 6.54 .� EXIS ING � � — � — �^ K = 27.08 120.0 ' VC ^o GRA E - - - - - - - - - - - - - _ � Z � — — +0 120.0 VC r� � — ' � N� � � - - 'U - O)10 � •� MO � - 5010 0° � � +o �i a�o 00 vi w � ' / Z�� 5010 � � 0.55� w w c��n �o � � � � — 1.ZS°� 0.78�e — N 11� N� W W — — — �.78� — — / — — O � � � � — >> �W � — p u) _ � m m CNj CWj » � � / _ � p O � � •9�� W W m m � i PROPOSED N 'n � � � 5005 START OF IMPROVEMEN75 NA1H � � � � ADE �i ii 5005 = �' iN�xnsrnucniaE sEr � W � Fx � N � M - _ � � � ' N W O � � � N CO I� � — _ - - - — � ^ ^ p I� � � O — _ � ' — — — � O � O -F � + � � �J00� n � ^ � � � - - - ii II 5000 n ° - - ° — — � - - - - - - - a I-a- J N W N W fn W N W 4995 4995 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 SO 0 SO 100 SHEET scale HORIZ: 1"=50' feet 33 of 50 VERT: 1"=5' 51' ROW (MIN.) �� n s.5' PKwY 6.5' PKwY MIDDLE FARM WY (TYP.) (MIN.) 28' ROADWAY 5 5' WALK 8' WALK (MIN.) �0' 10' PARKING (MIN.) � TRAVEL TRAVEL z 0 � N a z � O � � RESIDENTIAL LOCAL > � Kr+a w I�DLE RAI�1 WY � � Q KEY MAP � N.T.S. �- m DRAWN BRB CHECKED LEGEND DAP DESIGNED ..:,.. : BRB PROPOSED CONCRETE ' �;::'>•' FILENAME ,.. a. PROPOSED PAVERS 0009_Street P&Ps_Infra `-..' 1 -.�. '::\: \ \ �'\` \1 .t. \ .� .�t \ ��PDo L/c �, ' �...... ���.� �� � ��= � `� � NOTES: �o;��� �o�G,�o� -:���: � � :�; ; QQ � �\ �j: � �.;�; �\ 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL • G P c,'� ' •�` � RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED Q�� G0� ; � �:: " lwwsnoN uNE eErwm� . �.:. `�\ � cu . Tw iN�u�� . 1 � \ TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Q�FO� ���`�<v ��� �.. . � :.\'.. ' :\:. 1 �4 •....•• G � \ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S�4NAL E� ��::: \ -.:�:; is+i :::. ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT - � � ��` `�- � SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER �.. � y AFTER SUBGRADE INVESTIGAT10N. MINIMUM PAVEMENT : � \ , M w�r , �a+p0 �.�.; � SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK � � M1Dp�E FP� ,.�`... ` TRAFFIC ON ALL SUBDIVISION ROADS. ..::.;. ; ;: F ..:.._::"."., _.. '.` '� .. . '."'�•� 7}0 `.�9 . . ....�.." . � . . :�.��.��:.'f. :��• '. . . Q . .�.. '.� �. ` �:�. � � � °�;:: '�.�; � MINIMUM ALLOWABLE PAVEMENT SECTION PER � � \ -',�> �,\�: � PRELIMINARY GEOTECHNICAL REPORT BY EEC: _, ��6+00 � � �; ::\=. � ASPHALT PAVEMENT AGGREGATE BASE i5+oo -� � THICKNESS(IN) THICKNESS(IN� •.' �. . . . .......:,. - . .. ... . , . .. COMMERCI . . ... ,.. . ;., .... ; . � ... . . , . . . .. . . ..:. - \ � � �'= � LOCAL CONNECTOR AL 5 5 11 0 '� �'� � `����- � =�� � MINOR COLLECTOR 5.5 7.0 wusm cRossw�►uc ;► � =\: '�' \ \ �' '� \ �'-t � >�r: � �� � 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED . �` '��=� ���' \ TO THE CIN OF FORT COLLINS PRIOR TO PAVING. �\ ...�;:,. .�..` ` �„�„� �Y��: �j.�; :�.: � =�`='=`� 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS � W _ .� . 1� �:` _ 1\ '' �� 1\ Z • - , . NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O � J TO A MINIMUM OF 95% PROCTOR DENSITY. � � � � 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � � O � 5020 5020 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � � � HIGH� POINT ELEV = 5006.7s M I D D LE FAR M WY. I N FR ASTR U C TU R E ALL—WEATHER DRAINING SURFACE CAPABLE OF Q � � HIGH POINT STA = 5+51.3o SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING — VI STA = 15+ 0.88 — w E�v = soo .ss — PAVER DESIGN CAN HANDLE FIRE TRUCK LOADiNG. � � O�f A.D. _ —3.21� 5015 K = 28.041 5015 � � Z � � a �� _ a z � > - � r a �o °� - 5010 �� ±0 5010 � � � » Z W W mm Nw W ww O � 0.55% —�� � � a � 5005 5005 = � �266, GRA E � — — srnRT oF iMPRov�or�s vnni 0.32� — — INFRAS7RUC'NRE SEf o � — _ _ _ _ O � - - - 5000 0 � — — — 5000 � � — — � E ISTING II �� GRADE — � W — — N �. � — N W — N M O � '- O 4995 + � � '� 4995 n ii u u � � — W v~i w 4990 4990 14+50 15+00 16+00 17+00 18+00 19+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 SO � SO 1OO SHEET scale HORIZ: 1"=50' feet �� Qf 50 VERT: 1"=5' 84.0' ROW (MIN.) 6.0' 6.0' WA� 31.0' ROADWAY WA� (MIN). �,p' 13.0' 13.0' 7.0' (MIN). LANE PKWY. (MIN.) 10.5' 10.0' 10.5' PKWY. (MIN.) �qNE TRAVEL CENTER TRAVEL � z 0 � N a z � o � N w ARTERIAL 2—LANE w � IiT.l� � dDDW08 i� GIDDINGS RD � Q KEY MAP � N.T.S. �- m DRAWN BRB LEGEN D CHECKED DAP PROPOSED CONCRETE � '��, � ' . �EsicNE� °<.>L BRB PROPOSED PAVERS FILENAME PROP. END C&G PROP. BIKE RAMP 0009_Street P&Ps_Infra - - - - - - - - - - - - - - - - - - - — - - - - - - - - — - - - - - - - - - - - - - - - - - - ,.... .... � . . ..... . . ... . ^ ,._ , �. �:,., — — — — — — IMPROVEMENTS BUILT WITH CORE SET P��,��C . . . . . , ... .. ,. . ... ,..._ . :. ',.� . ,�: ' �° • � •,:. .. .. . . . . ,: ,.. ,..... ..... `:� . . , .. . ... . . . .. . .. . . . , . . .. . . . . . . .�: . . , . ,. .., . . . . . ...... .... . . , . ... : . , . . ... ... :; �, . � . , . .. . .. � .. . . .. . .. . _ . .. . . : :, .•, , . ... ... .... ... : . .... ..,-: ;.;: .. . .. . . . . . . .. •. .. ....:. ,:.:::�. ;,: . . ... .. ..... .-:: .. . .. . . . .. . , . .. . , . _ . . _ . . . . r... � . . .. . ... . , .. � . : . . . . .. . . . , . . .•. . RE . . . .. . , . . . - , , . . : . . . .�. . ._ . . . . .. — o . ...... .. .. .. .. — — — — — — — — P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. SUBGRADETOBESTABILIZEDPERGEOTECHNICAL v: � ��� G'��� . � . . . .. .. . . .. . . • .. . . • ,. — — — — — — — — — — — — — - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED � G PQ S � 20+00 19+0 o is+oo i�+oo is+oo — �5+0o i4+oo �3+0o iz+oo ii+oo io+oo TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �p�� GO�� �� Q FQ� ��: t� co N GIDDINGS 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL �O� •....••''G�� ``� — — — — — — — — — — — — — — — — — ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�ONAL E� � — — — — — — — — — — — — — — ,.. w - - �— �� ' � SEC110N TO BE DETERMINED BY GEOTECHNICAL ENGINEER . .... . .. . . ,, . ... ..... • •. ,...�.:�� . ,.°. ........ . . w ... ... ....... .. �. � , . . : `. ,: , . ;�: — — ,: . . . . . , . . . .... . .. ... . _ .. . . ... ... . . . .. .a . . . ... .. .. ... .. .�: . �� — — — : . . . . . ' — — � . .. � ,,:,:�.�: . . .... . ,. . .....� . . — . . . ... . , : — — . ...... ... . , . . ,,,. ;, .. . ,.. , . ... , ... . . ... , . . . . . ;:: - — - - AFTER SUBGRADE INVESTIGATION MINIMUM PAVEMENT . . .>. . . , r . . , .. . . . .. , ., .. ':;: — _ .. ...... . ... . ... . — — . . . . . . . ; . . .... . . .. . . . . .. . . . . . . . . ' a. 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FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITfED a:..;;.:: TO THE CITY OF FORT COLLINS PRIOR TO PAVING. � . W 4 NOT EXC E NGSSIX�NCHESSANDLSHOULD BEE COMPACTED � � TO A MINIMUM OF 95% PROCTOR DENSITY. Z � J O � � 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � U LJ� � � 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL—WEATHER DRAINING SURFACE CAPABLE OF � � � SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q � � 5010 5010 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. � � GIDDINGS ROAD - � a � — — — — — WOULD LIKE TO DISCUSS THE NEED CI� � Z FOR REMOVAL AND REPLACEMENT OF � LL a � EXISIING GIDDINGS ROADWAY WITH � Z J 5005 � PVI STA = 1 10.99 �t,•� 5005 �,� CITY STAFF. CENTERLINE ROADWAY �� A.�. _ �.��� � +o GRADING WILL BE DEPENDENT ON � _ _ �� K = 733. 5 ''�� ANSWER Q �p — — — _ 175.00' �C � � � - - - - - - - - - Uv L W POINT ELEV , 4999.03 �W � � W - - - - _ _ — - - - — ww L W POINT STA J 13+97.70 G IADEGmm - - _ _ - - - - � Z W 5000 = — _ _ _ _ _ _ _ _ — - - 5000 O (n W � � - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _0.55 � a � W W N _ _ PR POSED — — � — — — — GRADE — — — — � 4995 �`! o o � 4995 - - - � � - - - - o � - — — — n ° — BEGINNING OF IMPROVE ENTS — — — ° �� — � W STA; 15+0 .00 N W 4990 4990 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 ZSCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 50 � 50 100 SHEET scale HORIZ: 1"=50' feet 35 of 50 VERT: 1"=5' 84.0' ROW (MIN.) 6.0' 6.0' WA� 31.0' ROADWAY WA� (MIN). 7,p' 13.0' 7,p' (MIN). 13.0' LANE PKVUY. (MIN.) 10.5' 10.0' 10.5' PKWY. 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MINIMUM PAVEMENT ,: ,.: : : : ;. . . . . . .. . , . ,. . ;, :. .. ,.. . . , ,. . ,.. . .... .. . . .. .,. . ..........:.; �,' � — — — — — — S I .� ., . .:. ,... .:.. -. -�� �'�. . . .. , . ... :.�.,. . .,.. �.. . :. .- ..:. � :��:.`. . . �� ' — — — — ER . ` ,. . . ,.. -•.. . .. . : ,. , ,. :...�. .., ... , . ,. . .,. ..T;. . . ., . _ ... .. .`�-;.;�:.• — ', --a � � .• .. �..�......... .. .,; . , . .. . . _ _ — ... . . . :;� .,: ..: , . ... — . ;, . , . -.,.,_.;•.:�,.. — �:.�..... - - - - - - - - - - - - - - - - - - - - - - - - - - - - , UPON TIMING OF '; , � . . . , � �' — — — . :.�:�:.: . ..,.. ,. — — AFTER SUBGRADE INVESTIGAT10N MINIMUM PAVEMENT Z DESIGN OPTIONS � � � t` y SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK I .'�; . )NCE FINAL �� ' � �`� . — — — — � °��aaa TRAFFIC ON ALL SUBDIVISION ROADS. TY. OPTION 1 I '' : � ` � , - �`� \ Y'r''` ���°°�� ` � � � ..' ,` . � MINIMUM ALLOWABLE PAVEMENT SECTION PER �GS ROADWAY �\ :: � � ;:;.:''/� �\ ..i�.:�. `:':. I • � �' � �...;:.'.;.� =��.� PRELIMINARY GEOTECHNICAL REPORT BY EEC: ►NSTRUCTED. � ' 1� < ' , ASPHALT PAVEMENT AGGREGATE BASE 'HASE D CORE �� - `- ' � � � ALREADY BEEN � ' � I � THICKNESS(IN) THICKNESS(IN) I 1 - � � �� � i � 1 i � . '`.�. \ � I I � LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 W � SEE SHEET 31 MINOR COLLECTOR 5.5 7•0 Z � W � � J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED � � TO THE CIN OF FORT COLLINS PRIOR TO PAVING. � U � � � 0 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS � � � NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED � TO A MINIMUM OF 95% PROCTOR DENSITY. � � � � � 5015 5015 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � a GIDDINGS ROAD 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � � Z _ _ _ _ _ _ _ a � a ALL—WEATHER DRAINING SURFACE CAPABLE OF Z J — SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING — — — — — — — — PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. � � � 5010 5010 Q Q � � � �n Z W W M - - - - - �, 0 � W � 5005 W - - - - - - - - - - - - - - - - - — �- - - - _ EXISTING w 5005 � Q � � - - - - - - - - - - - - N = � w - - — _ 0.55� - - - - - —.� _ — - - - - - - - - - - - - - _ w � � N — — — — — — — N PROPOSE `JOOO GRAD �JOOO 4995 4995 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 ZSCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 36 of �0 VERT: 1"=5' 84.0' ROW (MIN.) GID S RD s.o' s.o' WA� 31.0' ROADWAY WA� (MIN). �,p' 13.0' 13.0' 7.0' (MIN). LANE PKWY. (MIN.) 10.5' 10.0' 10.5' PKWY. (MIN.) �qNE TRAVEL CENTER TRAVEL � z 0 � N a z � o � N w ARTERIAL 2-LANE w � IiT.l� � dDDW08 i� � Q KEY MAP � N.T.S. �- m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME 0009_Street P&Ps_Infra LEGEND DO L/� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — . - - - - - - - - - _ PROPOSED CONCRETE o`4 .. ... .. : ... . �....; ;,.. .`. .� ����nr �� � .aQ� �p�p•�p� - - - - - - - - - - - - - - - - - - - - - - - - - - - - r��: ;: ; � '' v;Q,.- PQQ �G , ... ' " PROPOSED PAVERS G S� . - - - - - - - - - - - -' — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Q��DO G���o�:�� �F . 37+00 N G I D D I N G S R D 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 W �� ••...••' �� = NOTES: S��NAL E�G � _ _ _ _ _ _ _ _ _ _ w 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL — — — — — — — :. — — — — - - - - - - - - - - - - - - - - - - - - • cn RECOMMENDATIONSPRIORTOPAVING, ANDCOMPACTED - - - - - - - - - - - - .. .. .,. � ;�. .::�.'� :; :.::.���' TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. - - - - . - - - - - , - - - - FINAL TIE OUT IMPROVEMENTS DEPENDENT UPON TIMING OF 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL - - - - - - - - - - - - - - - - ;. - - - - - CONSTRUCTION WITH PHASE D CORE SET. 2 DESIGN OPTIONS � ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT ' WILL BE PROVIDED WITH NEXT SUBMITTAL ONCE FINAL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER `'� FIDDLE CONFIGURATION IS ACCEPTED BY CIN. OPT10N 1 I AFTER SUBGRADE INVESTIGAT10N. MINIMUM PAVEMENT WILL SHOW TYING BACK TO EXISTING GIDDINGS ROADWAY SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK WHERE THE NORTHERN ENTRANCE ISN'T CONSTRUCTED. I TRAFFIC ON ALL SUBDIVISION ROADS. OPTION 2 WILL SHOW TYING OUT TO THE PHASE D CORE SET WHERE THE NORTNERN ENTRANCE HAS ALREADY BEEN I MINIMUM ALLOWABLE PAVEMENT SECTION PER CONSTRUCTED PRELIMINARY GEOTECHNICAL REPORT BY EEC: � � ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN� LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 W � MINOR COLLECTOR 5.5 7•0 Z � W � � J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED � � TO THE CIN OF FORT COLLINS PRIOR TO PAVING. � U � � � 0 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS � � � 5025 5025 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED � GIDDINGS ROAD TO A MINIMUM OF 95% PROCTOR DENSITY. � � _ _ _ = m � � _ _ _ _ _ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � a XISTING � � Z 5020 � RADE 5020 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, �, a � � , \ ALL-WEATHER DRAINING SURFACE CAPABLE OF a Z J � - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ` � PROPosE� — PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. � � � ` — GRADE Q c0 � � � 5015 � '`� 5015 Z W W — r - .779,' - o PVI STA = 29+ 6.27 W — — ,� PVI ELEV = 50 7.83 �M = O � � — _ � — — = A.D_= 0.7 +o N � a � v � K - 242.3 ao o W � � - � - W 175.00' V `V`� N 5010 + � �w 5010 � (n ro 1.27y, m m II II — — N — — — — — — — � � _ � N p 5005 M � 5005 + � N � M — — — — �� �� — — H �W J fn W 5000 5000 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 J08 N0. 1230.0009.00 ZSCALE H:1"=50' V: 1"=5' DATE JULY 31, 2024 50 � 50 100 SHEET scale HORIZ: 1"=50' feet 37 of 50 VERT: 1"=5' z 0 � C N °� Z U O � N w > � W �' w � Q � >- m DRAWN . BRB �.:� e s D � . .� ` �` � CHECKED D r s4 fa' � . p. '� , �� DAP q.. r �. .�,..... .D .� . . � p.. 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MIN. 12 IN. MIN. 36" i i ' MOUNTABLE _, 4z za s� ae 9� �� � 3 iN. � � TRENCH WALL � TRENCH WALL 3 RODS 5 RODS SHALL BE CONSTRUCTED. _ 3 IN. Z i ENDS OF 8 [BEAM � 4a za �o ze 98 aa SLOPE / SLOPE FACE OF g��p,C. i IN 10' � IN 15' TRANSITION SHALL BE PAID CURB FACE �- � sa z� es as �oo �c � � CURB I I 3�� CLR. FACE OF �- 3�a IN. GALVANIZED ANCHOR BOLTS, NUT�D WA�H[R5, ��j� O INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE so 3e �e ao 9a 4a M,��srF��. nsTM 4 30� Poo wc sHA��ee coarEo DENSELY ~ _ _ _ _ _+ _ _ _ � _ _ _ _ � � CURB CURB AND GUTTER �z � DENSELY - - - - -__- �a �� z �5 z� 96 in,y w�-�, .,<__r�.a r , rFn.r oe apPRovEo eoun�. (n � __ _ _ _ _ + ` _ _ _ + _ _ _ + _ _ _ _ _ _ + PIPE O.D. COMPACTED PIPE O.D. O U _ __ _ _ _ _ TRANSITION CURB CMATERIALD - -- -- - - - - - - - - Z � � B E 60'Ma 30'Min. MATERIAL - (n 30" 30" 30" 30" 30" I MEET SHAPE OF NORMAL BARRIER �~ �~ � w 3",EACH END CURB AND GUTTER HERE. �- FOR A I'-0" PAN SLOPE 2" PER FT. - -�- j - i F - � ONE 1�/y" DIA.ROD DIRECTION � \ DIAMETER � � � � � i8 IN. - 30 IN. 5 IN. 1 4 PIPE O.D. � � � W IN 5'INLET * OF FLOW � D I A. � G I�i - 4 2 i N.6 i N. ' '° � C O M P A C T E D SEE CHANNEL LAYOUT ON SHEET 2. � � � + N 3000 P.S.I. � 2'-0" 4-4' iN. - 60 ird. 7 iN. �3' INLET PAY LENGTH i 3� g�� T � � ` PIPE O.D. + 8 IN� � GRANULAR I / � IN - 84 IN. . I.�. f CONCRETE 1/8 PIPE O.D. MATERIAL o R 4 i N. M I N. � 1/, SLOPE 2% TO GUTTER I o � � ��� CONCRETE JOINT '�� TRANSITION g TRANSITION 1�2„ 4�� $�8•5 i � .-I � E 0 86 IINE MIN. GUTTER PLAN VIEW GUTTER �.� 84 B�AR li�q�� R � 409,8 O.C. I E F A S T E N E R. FLUSH WITH i 1"LEG THD. � Q q�� �SLOPE=1"/FT.Z R 6 0 1 S E C T I O N X-X E N D V I E W CUT OFF OR BEND BARS TO CLEAR MANHOLE L=5'-0" � L=10'-0" �L=15'-0" 3" CURB FACE . 3�/2 ,° , � END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION 409 601 503 � 409 409 409 �TYPE 2-SEC.IIB) I I MANH�LE I� � D ' • D $�� 6�� INLET STEPS CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED g�� 403 . .' ' . . 403 403 403 I ' 2�� ��R REQ'D.FOR ALL - 7 - � � --I � w ' (��4) I 41 �• 503 H >3'-6" — F -I- - _ � � 601 2" CLR. ° 601 601 � 601 601 6" I 501 __--- 4 0 1 ' 0 3" CLR. 401 ; 4 0 1 0 4 0 1 ���4) 2:1 5�/p" O.C. 5�/p" O.C. F � � � �s E E F i c u R t i o F n a s�r o , � 11" O.C. � _ � � � PLAN E M zo6 roR acTun�sizEs ��� � 3" CLR. -"1 � ° � 2:1 1�/z" pIPE SPACER 408 � �i I LOWER LIMIT OF � ���������"� 12 IN. MIN. LOWER LIMIT OF � t2 IN. MIN. L=5' NI H ° • � H�' �• H�' e � 12" O.C. PLAN E TRENCH WALL TRENCH WALL L=10'OR 15'^�HS5' � o, o . o. o. AND 1�/y" LOCK NUT 16„ MAX �i - ` SLOPE SLOPE ` � i o 8 °, 0 9" O.C. TYP � 9� O.C. D� • D� • D• 3" CLR. 3" CLR. -_- ENSELY m • • • -- - � . - �- `-407 ` �407 - 8 e e e :Q COMPACTED I UNIFORMLY • , � 8" WALL (TYP.) - � I�C��B I MATERIAL _ P� ��� GRADED ROCK OR PI D DRAWN 0 0 � o • � + t PE 0 � PE 0 ,.� _ ' . e•� ' p•� . e,- - . 4n �8�i w RI� 403 401 403 403 • 403 ,. , o . � 9 40�C ING � q / � � COMPACTED �L \. 1 4 PIPE O.D. � D ' . D, � D � D . D - � D ' — - 6 \ �� •p� I�/4' DIA..x 24° � � SELECTED GRADED BRB RISE � D I } GRANULAR MATERIAL • • • ' . • • • � � � A IN DI E ER TEMPORARY 402 401 407 I �SPAN--- 12" . .e n n •� GALV.STEEL ROD � 11° �.C. A CHECKED 2 AM T . o e . , 2" ALL e �� 'o HOLE FOR DRAINAGE SHALL 11" O.C. 401 9" O.C. < � . - L SECTION F F END COMPACTED ' ' ' ' ' � � AROUND „ • • � 2'-6"O.C. BE PLACED AT SUBGRADE �� _ � D I } -SPAN--- �EW GRANULAR 1/8 PIPE O.D.� s ,N. M,N. DAP 10 EMBEDMENT • o�, 11" O.C. � 3" CLR. 405 406 405 406 405 406 �TYP•� ° ELEVATION OR A MINIMUM MATERIAL OR 4 IN. MIN. �O.C. E° O.C. EQUIVALENT NOMINAL(IN.) OIMENSIONS (WC,HESI 6"O.C. 6" O.C. 6"O.C. 6" �.C. i THREE INCHES BELOW CIRCULAR � DESIGNED �^ SECTION F—F END VIEW oiAM. BRB 3"x3��X3/B� PLATE CONCREBTE BEFORED WITH 940�C/ ,' �\\ - E�AUCIu(N)T NOMINAL(IN.) DIMENSIONS ,���HED E so ) 36 Zz � '�/ 50 35 96 ° UNSTABLE SUBGRADE SUBDRAIN DETAIL 6,_$„ 1�,_8„ 16,_8„ ROAD BASE.THE HOLE (IN. SPAN Rise a e c o o y- SECTION A-A REGULAR INLET ACCEPTANCE OF THE SPAN RISE A B � � 43 �� >> > g 6 � Fi�ENAME CURB FACE ASSEMBLY h< so ;, ,5 , , 6a �6 96 D � C � �� INLET. � � � 39 3a 4a � " TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED �PLACE ENTIRE ASSEMBLY BEF�RE POURING CONCRETE. i 3a �� 2� g i/2 sa is 7z eo he se 36 2� eo 36 g6 �� 0009_Details_Infra C � �_��''�° �-15�-��� � 36 45 29 11 1 8 60 24 84 7p �a 65 40 25 1/2 60 36 96 `��' � � 601 503 502 502 504 5�2 �\ � az s3 sa �s �r� z 44 3� se LOWER LIMIT OF � ♦ 4pg 501 409 409 2" ALL AROUND /a eo ss 96 �a � so so , 48 iA 21 60 36 96 84 86 - gii o o n n � /i E.? . �3 25 7 2 60 36 96 90 54 31 60 39 � . . . . � �ESLOPEAL� 502 END SECTION FOR REINFORCED LOWER LIMIT OF 12 IN. MIN. � ' �- -�- END SECTION FOR REINFORCED Q � 32�� 413 409 403 ' 403 �� �� \ CONCRETE ELLIPTICAL PIPE CONCRETE ARCH PIPE TRESLOPEALL + DENSELY D�P�N ��C � .....� i� i� COMPACTED � •`�, CONSTANT MIN.0.5% SLOPE 413 403 � COMPACTED I V •• � � � � BACKFILL , � '��` C]O �O ao3 � 5'-0" -- 3" c�R. � , �� 412 GENERAL NOTES• � 9„ 0� CONSTANT � 4pg ii i� ' GRANULAR OR + neQ ��G 407 ~ � n ii ii 3'-4" 1 �LV�SEC CDOH M-603-10 UNIFORM GRADED � GRAVEL � \ r\ � 401 8° � � 406 405 3" CLR. G S �� �- �r 413 6"O.C. 6" O.C. CONCRETE END SECTIONS P,RE TO BE MATERIAL FILTER O\\ GQ\�` ; � H >5' 411 412 � �' �� �� FURNISHED WITH TOUGE OR GROOVE AS 4 IN. MIN. �� � � (V 4l1 412 413 �� �� �' SECTION B-B REQUIRED. PERFORATED OR e �O ��<C/ 410 ii ii ii 6 IN. MIN. • VARIABLE 403 C � D � C � D � � � '' END VIEW INSIDE CONFIGURATION AND JOINT OF CONCRETE SLOTTED PIPE FILTER ��� • •�� C9 ` •�•• �� ii i� LND SECTION AND PIPE SHALL MATCH. 1 1�2 IN. } MATERIAL S�pNAL�� �6 �6 �6 NOTE: MANHOLE RING AND COVER,STATION POINT 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOVvN ROCK I 2" CLR. 405 AND OUTFLOW PIPE SHALL BE LOCATED ON PLANS, SHALL BE INSTALLED SO THAT A MINIMU�4 NOTES: 3-411 AT THE SAME END OF THE INLET. OF 15 LINEAR FEET OF THE OUTLET END OF Ti IE LARGE STONES, 1, TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. 12" 406 SECTION A-A INLET BROKEN CONCRETE, ETC. Il" O.C. ARE MECHANICALLY LOCKED TOGETHER. END SECTiON IF REQUIRED) WITH DROP BOX N H>5 FT. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) --NGNTS, WHEN USED, WILL BE INCLUDED IN THE � 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, ' i I . i;-i i; SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. Com uter File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 282g West Howard Place C O N C R E TE E N D S E C TI O N S S TO R M WA TE R B E D D I N G R E Q U I R E M E N TS Designer Initials: JBK R-X � CDOT HQ,3rd Floor M-604-12 Last Modificotion Date: 07/31/19 R-X � Denver,CO 80204 � CITY OF APPROVED: CITY OF APPROVED: ` Phone:303-757-9021 FAX: 303-757-9868 TYPE R Standard Sheet No. 1 of 2 �Y . FORT COLLINS DETAIL �Y� t■ FORT COLLINS DETAIL Detailer Initials: LTA R-x ���+} STORMWATER STORMWATER Pro eet Develo ment Braneh JBK Issued b the Pro ect Develo ment Branch:,lul 31 2019 Pro ect Sheet Number: �,��/, `����5 UTILITIES DATE: 01�31�01 ��Cj�`�ns UTII.ITIES DATE: 1�12�00 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X � P Y � P y > 1 / `� FOKr �o,.�.u�rs, �o. CONSTRUCTION DETAILS D - 15 /""�_ FoxT oo�s, eo. CONSTRUCTION DETAILS D — � (e�o) 22i-e7oo DRAWN BY: NBJ (e�o) 22i-e7oo : SKC WIRE SCREEN CONCRETE BLOCK (APPROX. 1/2 IN. MESH) �'� �� � � � FILTER FABRIC � � , � ���� � 1` °� STEEL OR WOOD POST� � � 1,Y.,F •,i� � Z � J �i�� o � Q . e � ����� � � � � — � � � � y � � Q =s � � GRAVEL FILTER BACK FILLED TRENCH M � Z A (APPROX. 3/4 IN. DIA.) N :�� iii -i�`:�Tz>�:i1'' AREA INLET � O ;�7�j;:;��,'���; NAiH GRATE � � y }=::. � x,,� � � � �1 � °' 1� s � � � � ��,, � �: ��`4 � � (�T � FILTER FABRIC � i``, AjTACH SECURELY TO Q � P�ST � Q � �,'Fi� �� STEEL OR 4'jC� �, WOOD POST ,3� � � � ,,+ ` � � COMPACTED BACK FILL �� ���� 0 � Z � �f Xi� � RUNOFF ,` _� � � Q 0 A GRAVEL FlLTER — — — — I— —I I= 1=.i I I= I=I I I=I I I-.I I I-I_I. I -' APPROXIMA�LY = PLAN VIEW 4 IN. X 4 IN. TRENCH � =I I I=I I I=I I I=I I I- =I I I-I I 1=I I 1=1 I�- �RE SCREEN i I-I I I-I I I-I I I-I I -I I I-I I I=I I I O�RFLOW� 'I I-I I I-I I I-I I I �f I-I I I-I I I-I 10 IN. � !'-I I I-I I I-I I -I I I-I I I ' ' ' � � � t` , GRAVEL FILTER MIN. � I�i��I I=I I I � f I I—�I I—I I I—I I I-I I I—�� I I I—I I I I I—I I I—I I I—I I I—I I : RUNOFF � � ���� '=1 I I= I I I=I I I=I I I��I I'�� I_I I I I I_I I I_I I I I �--��- ❑ ❑ ❑ '��= I I I-!I 1-i i� � � -�il=�l�-- ���-,��=���' �i�'=���-;,,.-�� SECTION VIEW CONCRETE BLOCK FILTERED WATER SECTION A—A GENERAL NOTES: GENERAL NOTES: � ACRESAP RUM00 FEETAOF ENCEIS LIMITED TO 0.25 2. INSPECT AND REPAIR FENCE AFTER EACH STORM 1. INSPECT AND REPAIR FIL7ER AF7ER EACH STORM 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT EVEN7. REMOVE SEDIMEN7 WHEN oNE HALF oF THE REMOVED FROM TRAVELED wnY OF ROnDS. OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL 8E DEPOSITED IN AN AREA TRIBUTARY TO A BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT SEDIMENT BASIN OR OTHER FILTERING MEASURES. BASIN OR OTHER FILTERING MEASURE. AREA INLET FILTER GRAVEL SILT FENCE �� CITY OF aPPRovED: DETAIL �p� CITY OF APPROVED: DETAIL . FORT COLI.INS STORMWATER t. FORT COLLINS STORMWATER ��C�l�ns UTILITIES DATE: 01/03/01 ��C�`�ns UTILITIES DATE: 12/27/00 /"y�, FOKr cor.�.u�rs, co. CONSTRUCTION DETAILS D - 2 4 /"`�, FOKr co�.�.nvs, co. CONSTRUCTION DETAILS D - 2 8 (e�o) zzi-e�oo DRAWN BY: NBJ (970) 221-8700 : N J TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 44 of 50 Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD) Z LENGTH, L �D CHECK DAM INSTALLATION N07ES R C D REINFORCED CHECK QAM MAINTENANCE NOTES � ALTERNA7NE TO STEPS ON BANKS ABOVE CREST: DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIOfVS � � 1. SEE PLAN VIEW FOR: 1. WSPECT BMPs EACH WaRKDAY, AND MAINTAIN THEM W EFFECTIVE OPERATING CONDITION. Z � CRES� LENGTH, CL B -LOCATION �F CHECK DAMS. WITH GROUND SURFACE: AV010 GAPS BETWEEN GABIONS MAINTENANCE OF 6MPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS O U SECTION -CHECK DAM TYPE (CHECK DAM OR REINFORCEQ CHECK �AM). A POSSIBLE {AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STQRM THAT CAUSES SURfACE (n o B {TYP.} p SECTION -LENGTH (L}, CREST LENGTH (CL), AND OEPTH (�). EROSION, AND PERFORM NECESSARY MAINTENANCE. � q LENGTH L w �� s 2. CHECK DAMS INDVCATED ON INITIAL SWMP SHALL 8E INSTALLE� AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENAfVCE ARE NECESSARY TO MAINTAIN BMPs IN � A.11N') �' 6" MAX. STEP CREST LENGTH CL FENCE, BUT PRIQR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. EFFECTIVE OPERATING CONDITION. INSPECTI4NS AND CORRECTIVE MEASURES SHOULD BE �e MIN 2 • HEIGHT 1'6" DOCUMENTED rHOROUGHLY. .�� �,; � ) 11- ,r + 'y`. COMPACTED `+ -� - 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD 8E OF APPROPRIATE SIZE FdR THE BACKFILL, "'+ ;. ' -s y, -�•�` ` APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") � �4 6 Tl`P (��6�� MIN) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON (TYP.) � '"�' OR TYPE L (D50 9"). - DISCOVERY OF THE fAILURE. CHANNEL GRADE / UPSTREAM AND -� TOP OF CHECK ORM COMPAC7ED � ROCK FILLED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REdNFdRCED CHECK DAMS SHALL BE REMOVED AS 4. RIPRAR PAD SHALL BE TRENGHED INFO THE GROUND A MINIMUM �F 1'. DOWNSTREAM q BACKFILL HOG RINGS MIN. BURY SECllRED TO NEEDED TO MAINTAIN THE EFFECTIVENESS OF 6MP, NPICALLY wHEN THE UPSTREAM SEDIMENT 5. THE ENDS OF THE CHECK DAM SHALL BE A MVNIMUM OF 1' 6° HIGHER THAN THE CENTER �rYP3 DEPTH I'6" ADJACENT GABION DEPTH IS WITHIN S'z THE HEIGHT OF THE CREST. OF THE CHECK DAM. 5. REPAIR OR REPLACE REINFORGE� CHECK QAMS WNEN THERE ARE SBGNS OF DAMAGE SUCH ~ CHECK DAM ELEVATION VIEW cHFr.K naM MAiNrErvarvcE NarFs REINFORCED CHE�K DAM ELEVATION VIEW As HOLES IN THE GABION oR UNDERCUTTING. p 2 6 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATWG CONDITION. 6. REINFORCED CHECK DAMS ARE TO REMAIN IIV PLACE UNTIL THE UPSTREAM DISTURBEO CHANNEL IotAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTNE. INSPECT 6MPs A5 500N AS AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. � GRADE POSSIBLE (AND ALWAYS WITHW 24 HOl1R5) FOLLOWWG A STQRM �HAT CAUSES SURFACE 3 DSa=b" RIPRAP m 1' 6" � '- 7. WHEN REINFORCED CHECK �AMS ARE REMOVEO, ALL DISTURBED AREAS SHALL BE FLOW � MIN. `�rF�t�`` �r� -<1 EROSION, AND PERFORM NECESSARY MAINTENANCE. � ENCLOSED IN GA910N =�--s� � r r P COVERED WITH TOP501L, SEEOED AND MULCHED, AN❑ COVERED WITH A GEOTEXTILE BLANKET, '�'�f#`�`�"' � �' ��-� OR OTHERWISE STABILIZED AS APPROVE� BY LOCAL JURIS�ICTION. DRAWN :�.�'' �sK;-�,i ry r v s� w� r�., ����� 6�� MIN. 1' MIN. ��`�"s^ ��4^�"<-�`�':: EXCAVATION TO NEAT 2. FREQUENT OBSERVATIONS AND NIAWTENANCE ARE NECESSARY TO �AAINTAIN BMPs IN 1'6 ra�a =� � �w a Ya �i` FLOW�- MVPJ � � LINE, AVOIO OVER-EXCAVAr10N, EFFECTIVE OPERATWG CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE � - - (OETAII AQAPTEO FROM ooucus COLINTY, WLORADO ANO CITY O£ Al1RORA, COLORADO, NOT AVAILRBLE iN nuroc,�) BRB (TYP.) DOCUMENTED THOROUGHIY. 1'6' '- � � CHANNEL GRADE ��; MANY JURISDICTION5 HAVE BMP DETAILS THAT VARY FROM U�FCD STANOARD DETAILS. CHECKED 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULO BE INITIATED UPON CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DAP 050 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. C�MPACTED BACKFILL �' `� GEOTEXTILE BLANKET DIfFEREI�CES ARE NOTE�. TYPE L D50= 9" (SEE TABLE DESIGNED MD-7, MAJOR DRAINAGE, VOL 1 4. SEDIMENT ACCUMULATED UPSTREAM OF THE GHEGK DAMS SHALL BE REMOVED WHEN THE SECTION A FOR GRADATION) SECTION A SEDIMENT DEPTH IS WITHIN Y2 OF THE FVEIGHT OF THE CREST. BRB S. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCEO CHECK QAM INSTALLATION NOTES FILENAME STABILIZEO ANd APPROVED BY THE LOCA� JURI5DICTION. 1. SEE PLAN viEw FOR: 0009_Details_Infra S' -LOCATIONS �F CHECK OAMS. 6. WHEN CHECK �AMS ARE REMQVED, EXCAVATIONS SHALL BE FILLEO WITH SUITABLE FLOW � CHANNEL GRADE COMPACTED BACKFILL. D15TURBED AREA SHALL BE SEEDEO AND MULCHED AND COVERED WITH -CHECK DAM TYPE (CHEGK DAM OR REWFORCED CHECK DAM). - � GEQTEXTILE OR OTHERWISE STABILIZE� IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH (L}, CREST LENGTH (CL), AND DEPTH (D). DO L/C � , t , t , - 1' MIN. � -� < -� : - EXCAVATfON TO NEAT P ���� (DETAILS ADAPTE� FR�M OOUGLAS COUNN, COLDRA00. NOT AVAILABLE IN auroc�) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM �� � �`�- LWE, AVdI� aVER-EXCAVArION •'� � " •' � LAND-�I5TURB]NG ACTIVITIES. Q�:,�,PN �P�' � 050 = 12" RIPRAP, TYPE M OR �NP�� N�TE: MANY JURISDICTIONS HAVf BMP DETAILS THAT VARY FROM uoFco STANDARO DETAILS. V�•� �O �\O TYPE L D50-9" (SEE TABLE MD-7, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SH4ULD BE USED WHEN 3. REINFaRCED CHECK DAMS, GABIONS SHALL MAVE GALVANIZED PMISTED WIRE NETTING • PQQ ��G MAJOR DRAINAG�E. VOL. 1 FOR DIFfERENCES ARE NOTED. WIRE AHOGxRINGSOATN4GSPACING� OR OTN R' APPROVEONIMEANS ISHALLiBENUSEDOAT�AL�L \� ��G �S� GRADATION) SECTION B GABION SEAMS AN� TO SECURE THE GA810N TO THE A�JACENT SECTION. �\''� GO • �c/ 5PACWG !BETWEEN CHECK DAM5 SUCN THAT 4. THE CHECK DAM SHALL BE TRENCHED WTO THE GROUNO A MINIMUM �F 1' 6". e��O� •�� �� \ . .• G� �-' ;s q A AND B ARE EQUAL ELEVATION \" �"� � _ J:.y�;��'+l��F r �� � 5. GEOTEXTILE BLANKET SHA�LL BE PLACEO IN THE REWFORCED CHECK DAM TRENCH S��NAL� . :'' � '` " K`'�`_ _- � � 8 EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE �� �'- � _� i _J �, REINFORCED CHECK DAM. CHANNEL GRAOE � " �"�.�:�"�=== � - PROFILE ;-;=,;�.�.j;� :. : CD-2. REINFORCED CHECK DAM CD- 1 . CHECK DAM November 2010 Urban Drainage and Flood Control District CD-3 CD-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District CD-5 CD-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) W Z � J � � _ _ � a � s R cr� v � SURFACE ROUGHENING INSTALLATiON NOTES C'T � � W 1. SEE PIAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK J � TRACKING OR -LaCAT10N{5) QF Sl1RFACE RQUGHENING. SIZE MAY BE ALLOWABLE FOR 5MALLER TRAPS � � � IF APPROVED BY LOCAL J4IRISDICTION Q � ��1I IMPRINTING 2. SURFACE RDUGHENING SHALL 8E PROVIDED PROMPTLY AF-iER COMPLETION OF FINISHED l''-~1!J GRADING (FOR AREAS NOT RECEIVING TOPSOIL} OR PRIOR T� TOPSOIL PLACEMENT OR ANY TOP OF EARTHEN BERM � � � �. FaRECASTE� RAIN EVENT. � �' A _ 3. AREAS WHERE BUILDING FOUNOATIONS, PAVEMENT, OR SQD WILL BE PLACED WITHflUT 2:1 MAX. � � � �r `� DELAY IN THE CONSTRUCTION SEqUENCE, SURFACE ROUGHENING IS NOT REQUIREd. � � �+�rr !� � : � � 4. DISTURBED SURFACES SHALL BE RQUGHENED USWG RIPPING OR TILLING EQUIPMENT ON � � 2:1 MAX. � "�� - � THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. -r � j;� �- 1 �5. A FARMING dISK SHALL NOT BE USED FOR SURFACE ROUGHENING. TRANSfTION EXISTING '-�` � _ FLOW � � � SURFACE ROUGHENIMG MAINTENANCE NOTES FLOW -� CHANNEL INTO � B ' ~ SEDIMENT TRAP '� ~ � Q � J'- y j J •' � � � � ` 1_ INSPECT BMPs EACH WORKOAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. � � �� -� .--' MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS 540N AS 2:i MAX. � ��-:, -��.,Y+ Z W 6" MAX POSSIBLE (ANO A�WAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE � ` � CI� - .i ..�,.�-I��.• � EROSION, AND PERFORM NECESSARY MAfNTENANCE. O � Z 2;1 MAX. �� FURROWS 2° TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO �fAINTAIN BMPs IN � O EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CaRRECTIVE MEASURES SHOULD BE 2"' Tp ��r� WITH 6" MAXIMUM SPACING DOCUMENTED THOROUGHLY. � 4" DEEP PARALLEL TO CONTOURS 3. WHERE 6MPs HAVE FAILED, REPAIR dR REPLACE UPON o�sco�EaY oF THE Fa,�uaE. SEDIMENT TRAP PLAN � S R- 1 . S U R FAC E R 0 U G H EN I N G 4. VEHICLES AND EQUIPMENT SHALL NOT 6E �RIVEN OVER AREAS THAT HAVE BEEN SURFACE � ROUGHENED. FOR STEEP SLOPES (3:1 OR STEEPER) 6" {CENTER OF RIPRAP 6" 5. IN NON-TURF GRASS FINISHED AREAS, SEEDING AND �1ULCHING SHALL TAKE PLACE LQWER THAN ENDS DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRSf SMOOTHING OUT FHE SURFACE 6" MINIMUM 12" MIN. 30" 6. �N AREAS NOT SEEDED AND MULCHED AFTER SUR�ACE ROUGHENING, SURFACES SHALL BE FREE80ARD � � RE-ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RIL� � T _,- - - _ EF�0510N. -� :.,. .,-� � ;=� , SCARIfYING f DR TILLING (DETaLS aDAPiEO FROM iOwN OF PnRKER, COLORai50, NOT AVAItA9LE IN AUTOCAO) SECTION A NOTE: MANY ,lURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICr10N5 AS TQ WHICH OETAIL SHOULD BE USEO WHEN DIFFERENCES ARE NOTED. CHANNEL GRADE � ���,� 2� �, MIN. / � _� �r�� I ,�.�y FLOW - / :�_�:�.a��,r� "� y.;�: a .Yd "i l"`� -� ;t r � �'/ � 8 � RIPRAP, TYPE M (050=12") TYP. ROl1GHENEO ROWS SHALL 9E 4" TO b" MIN. 4" Tfl 6" DEEP WITH 6" MAXIMUM SPACWG PARALLEL SMALLER ROCK SdZE MAY BE ALLOWABLE FOR SMALLER TR,4PS IF OEEP TO CONTOURS APPROVED BY LOCAL JURI5DICTION SR-2. SURFACE ROUGHENING SECTION B FOR LOW SL�PES (LESS THAN 3:1) ST-1 . SEDIMENT TRAP TST, INC. CONSULTING ENGINEERS 748 Whalers Way November 2010 Urban Drainage and Flood Control District SR-3 SR-4 Urban Drainage and Flood Control District November 2010 ST-2 Urban Drainage and Flood Control District November 2010 Suite 200 Fort Collins Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Colorado 80525 g g g Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 45 of 50 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) —��—��—��— �EL,Ifr1Er1T c:OP•.T?:��L L��c: I"•d'_,T.+;LL�+TI��'d Pd��TES t t•=. 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' - . , -• - - � , , , , , r � , Q��G O�S���: � _------" �: _�ELI`,!E'dT �_:.��.Ti��.1�L Lt7L- SH.=+LL GE �<EM��vEL� .�.T THE EML� UF ���.`J.-�T�S�i��TI.�A.�Gr;1Pv�=�,T Q�� ��' ; �v .' I I t�ETE- ,I,�"'� - - - _ FF fM1 .:�``.iP��ST L��� Iw+A,Y BE LEFT IN FLF�vE µ� LC'UG k� 3A�S ++FE REh.+�'dEG ='JD THE �� :��/ _ E:I.'E':7 r,T:��L L l: �FE -�EEf E�. IF CI;TLIRAEC' .`i'�lEM�� E1fl�T .�;FTER F'E410'ikL, THEY `:.HA.LL �E ���;EREC '1�ITH \Q� .•�G\ •.•.•• �-�� � i��•:iErE� r,�ir,, - 7� : ;�L `.EEf;E; �,r.0 ��i.�Li;HEC ;iR ;aTHE�'�"vI��E �T�+�ILIZEC� lu � r�i,:Er.r.E� a��R..�ED Er \, S�ONAL�� �E�Ir.�Er T :::'�Ti L L �: �� L��a ��'�I�T� THE L',:��,L JJ��It,?Ir Tl�`,��'•J. L�U JOINTS I;DETKILS .aGAPTEC FRt;M TQWV GF PARKER, uDLCf'vAGG, JEFFERS��N C�'�I:NTY, CCLCRAJC, COI.CL+tS �i3UVfY, CflLORACO, AM1�LI :;ITY i?F ..�.Jf�i;7Fs�5. ::()�GIiA(ILti, hCT A'JnILs1[1LE IN A�.IT(}C:AC7f �CL-2. CC'PJ�F���T SEUI�V�EI��T CONTR�L LOv ��J�YEIi�HTEC� h���TE: `�1.4V'" JiJRI�CICTI�NS HA'r�E 9hAf� GEfr.IL� TH::T '�d.�1Y FR��J UGFr_� ;TAhIQ.�;G C�Efr,ILS. SCL- 1 . TRE�ICHED SEDIMENT CQNTROL LQG �:��>•�,sI,LT ���irH ��r:�.�.:,� ,�.,��I`���U:'TI!�`!�: A':. T.: :;HI,':H r;Er.^�i� fiHi:t1LG F�E �.!=;Er.� ����HEw CIFFERErd�'E`1 ,"��E *J�JTE=� November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 November 2015 Urban Drainage and Flood Control District SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 W Z � J � � _ �: �fTC TC _ � a � � H ``` UTC/ 1/TC/ � {::�. ��� �� �-� � �, WW _ � W r DITCH TO CARRY C^V I T R � � � 20 FOOT WASH WATER TO (WIDTH CAN BE SEOIMENT TRAP LESS IF CONST. ,. OR BASfN �- WEHICLES ARE PUBLIC A �y� �,��"�;� -� � � � � PHYSICALLY -• � �` `� �'�' `�` � CflNFINED ON ROADWAY ��� � >",:_, � " _ / O BOTH SI�ES) � - ` - �' � � SIDEWALK OR flTHER 50 FOOT MIN. � -�: t '_ - __ � , DISTURBED AREA, � � CONSTRUCTION SITE, � � PAVEO SURfACE { � -�-� � - -� � � :� ' ' STABI�IZED STORAGE AREA : .., -. � � y NOTE: WASH WATER r : `'-� 4 -, .' , ��% �qx�� O O O QR STAGING AREA � � U � MAY NaT CONTAIN ' � n�s ` �` Y j i �' ` CHEMICALS OR SOAPS � =; � � EKISTING �2' MIN \ � � � � j 7 � �' � � ' '' WITHOUT OBTAINING PAVED { "{.� "y i � � i ' A SEPARATE PERMiT WASH RACK - - ROA�WAY CONSTRUCTION MATS, WOVEN aR TRM � :c�� '` 7S � + '`y � _ � s -,, � � _ -. -x� ���.c�, - ` _ :� � _ 50' MIN � � � -..� -j -i� -c � ��,;r � -+ _ a b y.� _ -+ �. + � , . � � a �-� � .� , � J . � 9" (MIN.) � � � � ,':.i � -. � 'y- , �.I .. ... � --� .-� ,-� : 6��.� MIN. O � P _ j�,; - - � Q O '`Y�` r UNLESS OTHERWISE SPECIFIED < + { -+ �, -+ �, r �=+ � � PUBLIC � - - RQADWAY BY LOCAL JURISDICTION, USE - :� .� e:� .._ -:;�:�"- v '� 18" MIN REINFdRCE� CONCRETE RACK�� � - COOT SECT. j{703, AASHTO #3 DRAIN SPACE p�`p SPIKES OR (MAY SU65TITUTE STEEL CATTLE STAKES _ COARSE AGGREGATE OR 6" GUARD FOR CONCRETE RACK) �`��C,�`'' _ MINUS ROCK ��,0�� �Q,� NON-WdVEN GEOTEXTILE FABRIC SECTION A .�,���o��G��F' TRM END OVERLAP WITH BETWEEN SOIL ANQ ROCK } �pF'�G J�,�� SPIKES OR STAKES � �O�r�'��G��'� CON5TRUCTIQN MATS, Wt7VEN a Q p��Q' k. OR TURF REINF0�2CEMENT STRAP UNLESS OLHERWBSE SPECIFIED BY LOCAL � �'4-��5�''� MAT (TRM) CONNECTORS ��`—'— INSTALL ROCK F�usH wiTH JURISDICTION, usE coor sEcr. ��os, �,sHro VTC-2. AGGREGATE VEHICLE TRACKING CONTR�L WITH �� QR BEL�W TOP dF PAVEMENT #3 COAf�SE AGGREGATE � r CONSTRUCTION MAT EN�� � � OR 6" MINUS RQCK r g�� (MIN.) WASH RACK a RESTRICT CONST. VEHICLE OVERL4P W7ERLOCK WITH � } � ACCESS TO 510ES OF MAT STRAP CONNECTORS _ z / � - - -, � � � ���\��i� i�T����f��������\� ���iT�T�i����� �\�i � W 20' OR AS R EQUI RED //\\//��\//\`/ \\\\//\ //\\/`\ '�\j\\/// A�TI C I P O EDODATE ����� NON-WOVEN GEOTEXTILE �/' FABRIC � TRAFFIC {WIQTH COMPACTED SUBGRADE SECTION A CAN �E LESS IF � Cl}NST. VEHICLES ARE PHYSICALLY C{]NFINEQ ON BOTH SIDES) VTC-3. VEHICLE TRACKING CONTROL W/ CONSTRUCTION VTC- 1 . AGGREGATE VEHICLE TRACKING CO�TROL MAT OR TURF REINFORCEMENT MAT (TRM� TST, INC. CONSULTING ENGINEERS 748 Whalers Way November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District VTGS Suite 200 Fort Collins Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Colorado 80525 g g g Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 46 of 50 SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) p SILT STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES I I � ;� .-_ INLET GRATE I P FENCE I P Z � � - . 7�� 1 � -� !� - - O � �;� � �' �: H 1. SEE PLAN VIEW FOR �"'� � � -LOCATIDN OF CONSTRUCTION ENTRANCE(S)/EXIT(S). A ��='�` � � � AREA Z U -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SEE ROCK SOCK �ESIGN �.. ,-; SEE ROCK SOCK DETAIL WLET O � DETAIL FOR JOINTING ROCK � w CONSTRUCTION MAT OR TRM). ROCK SOCKS ; f FOR JOINTING SHEET � SILT � o S�CKS 16" CWQER 1B° CIN�ER FENCE 2. CONSTRUCTION MAT QR TRM STABILIZED CONSTRUCTIQN ENTRANCES ARE ON�Y TO BE FLOW _ BLOCKS BLOCKS ECB � USED ON SHORT DURATION PROJECTS {TYPICALLY RANGING FROM A WEEK TO A MONTH) ='�f r- - - ROCK SOCK '� ,a r-i, , �a : � FLOW --- . 2:1 MAX WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. � , == O _ � j 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHA�L BE LOCATED AT ALL ACCE55 POINTS <` . , ' 2"x4° WOOD STUO� ' - ` '` - - 1 1' MIN WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. '°.=1' MIN. ` � �'� AR�+ 2' MAX - _ _1 ��';'Y. '�.�____� CURB INLET � _ - - - _ . INLET 4. STA81L1ZEp CONSTRl7CTfON ENTRANC�/�XIT SHALL 8E INSTALLE� PRIOR TO ANY LAND 2°x4"lWOOD - SECTION A - � CONCENTRATED EC8 4 DISTURBING ACTIVITIES. STUD ROCK FILTER FLOW OR ROCK SOCK 5. A NdN-W�VEN GEOTEXTILE FABRIC SHALL BE PLACED UNOER THE STABILIZED IP- 1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE (USE IF FLOW coNsrRucnory ENTRANCE/EXIT PRIOR ro rHE PLACEMENT OF ROCK. INLET PROTECTION IP-3. ROCK SOCK SUMPfAREA INLET PROTECTION is coNCENrRArEo7 Q 6. UNLESS OTHERWISE SPECIFIED 9Y LOCAL JURISDICTIdN, ROCK SHALL CONSIST OF DOT IP-5. �VEREXCAVATION INLET PROTECTION � SECT. J/703, AASHTO }�3 COARSE AGGREGATE OR 5" (MINUS) ROCK. BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES OVEREXCAVATION INLEr PROTECTION WSTALLATION NOTES STABILIZED CONS7RUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1_ SEE RflCK SOCK OESIGN OETAfL FOR INSTALLATIdN REQUIREMENTS. ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES � 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION RE(}UIREMENTS. m 1- INSPECT BMPs EACH WORKaAY, AND MAINTAIN THEM W EFFECTIVE OPERATING CONDITIaN. YEr REACHEd FINAL GRADE AND SHOULD BE USED ONLY FQR INLETS WITH A RELATIVELY MAINTENANCE OF BMPs SHOULD BE PRO,�CTIVE, N07 REACT{VE. INSPECT BMPs AS SOON AS 2. CONCRETE ��CWDER° BLOCKS SH�LL 8E LAID ON THEIR SIDES AROUND THE INLET IN A SMALL CONTRIBUTING �RAINAGE AREA. SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM iHE CURB. 2. STRAW WATTLES/SEDIMENT CONTRQI. LOGS MAY BE USER IN PLACE OF ROCK SOCKS FOR POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSE5 SURFACE INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 2. WHEN USING FOR CONCENTRATED FLOWS. SHAPE BASIN IN 2:1 RATIO WITH LENGTH DRAWN EROSION, AND PERFORM NECESSARY MAINTENANCE. 3. GR/�VEL BAGS SHALL 6E PLACED AROUND CONCRETE BLaCKS, CL05ELY ABUTTWG ONE ORIENTEO TOWAR�S DfRECTION OF FLOW. BRB 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN ANOTHER AND JOINTED TOGETHER IN ACCORDAN�CE WITH ROCK 50CK DESfGN DETAIL. EFFECTIVE OPERATING CONDITION, INSPECTfONS AND CORRECT�VE MEASURES SHOULO BE INLET GftATE 3. SEDIMENT MUST BE PERIOOICALLY REMOVED FROM THE OVEREXCAVATED AREA. CHECKED MINIMUM OF D6CUMENTED THOROUGHLY. SF DAP TWO CURB 50CKS qppROX 30 DEG. �LOCK AND ROCK SOCK INLET e IN�ET GRATE 3. WHERE BMPs HAVE FAILE�, REPAIR OR REPLACEMENT SHOULD 8E INITIATED UPON m PROTECTION(SEE DETAIL IP-1) �- �' � � � � DESIGNED DISCOVERY OF THE FAILURE. � � o � �I SILT FENCE (SEE SILT BRB �SFJ FENCE �E5�GN DETAIL ) 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE SrABILIZED ,�:. , a a o "��� FILENAME ENTRANCE/EXIT TO MAINSAIN A CONSISTENF OEPTH. CURB SOCK a '` 5- SEOIMENT TRACKED ONTD PAVE� ROAOS IS TO BE REMOVED THROUGHOUT THE DAY AN� �^ - a o 0009_Details_Infra FLOW � a.�,� , a' � � AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED - _ _ _ - - oowN sroRM sEwER DRAINS. � �4`�' -� ` �� - IP-4. SILT FENCE FOR SUMP INLET PROTECTION NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCD STANDARD DETAILS, 5' MIN 3'-5' TYP. STRAW BALE (SEE STRAW ° � QO L/ CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN BALE DESIGN DETAIL) O�P������C �IFFERENCES ARE NaTED. � � • � a � ���`PN ROVr� O\v {DETAJLS AOAPfEO FROM CIiY OF BROOAIFlELD, COLORA00, NOT AVA1L0.8LE IN AUTOCAO) IP-2. CURB ROCK SOCKS UPSTREAM OF SILT FENCE INLET PRarECT10N INSTALLATION NOTES V• � ��Q`'��\G�\ INLET PROTECTION 1. SEE SILT FEr�cE oEsicM oErw� FOR iNsr.a��.arioN REQuiREMErvrs. IP-6. STRAW BALE FOR SUMP INLET PROTECTION ' ��G �S� v . CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES C�Q �G �� 2. POSTS SHALL BE PLACEO AT EACH CORNER OF THE INLET AN� AROUND THE EDGES QC. � . 1. SEE ROCK SOCkC DESIGN DETAIL INS7ALLATfON RE4UfREMENTS. AT A MAXIMUM SPACING OF J FEET. ,`� ���� SiRAW BALE BARRIER INLET PROTECTIdN INSTALLATI�N NOTES \Q •.���•�' � 2. PLACEMENT QF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR 3, STRAW WATTLES/SEDlMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FaR \, S�0 ��G IN THE OPPOSITE OIRECTION OF FLOW. INLETS IN PERVIOUS AREAS. INSTALL PER SE�IMENT CONTROL LOG DETAIL. 1. 5EE STRAW BALE DESIGN DETAIL FOR INS7ALLATION REQUIREMENTS. NAL 3. SOCKS ARE TO 8E FLUSH WITFi THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 2. BALES SHALL BE PL4CED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES TIGHTLY ABUTTING ONE ANOTHER. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE RE�UIRED UPSTREAM OF ON-GRADE INLETS. VTC-6 Urban Drainage and Flood Control District November 2010 IP-4 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-5 IP-6 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Giteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) W CONCRETE WASHOUT � � � a A �SIGN P CENERAL INLET PROTECTION INSTALLATION NOTES ,�;�;�gy� ';�r, ,�,�;� ��� CWA MAINTENANCE NOTES O � � CIP � , d k . � � 1. SEE PLAN VIEW FOR: 3:1 4 MIN`�'��� �� ?�4 1. INSPECT BMPs EACH WQRKDAY, AND MAINTAW THEM IN EFFECTIVE OPERATING CONDITION. � � � `_` -LOCATION OF INLET PROTECTION. ���;.r ��� 4 �'���> MAINTENANCE OF BA�Ps SHOULO 8E PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS � � + � -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.S, IP.b) ��;�� � � �"Y':�",�,:a POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE � � L � �-��h,.�.��'�.4 ERaSION, AND PERFORM NECESSARY MAINTENANCE. � �� �'�����".r' � VEHICLE TRACKING � FLOW -- 2. INLET PROTECTION SHALL BE WSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING . � Q D (12" MIN.) 3:1 8 X 8 MIN. 3:1 - i � �% �, ;.,::> B � IS COMPLETE (TYPICALLY WITHIN 48 HOURSJ. IF A RAINFALL�RUNOFF EVENT IS FORECAST, = CONTROL {SEE 2. FR£OUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIIV BMPs IN - INSTALI INLET PROTECTION PRIOR TO ONSET OF EVENT. r.� ' �' - '"'r' � VEC �ETAIL} OR EFFECTIVE QPERATING CONDITION. INSPECTIONS AND CQRRECTIWE A�EASURES SHOULD BE Q � � CULVERT - _ -- `� ' �'"" '".-. OTHER STABLE DOCUMENTED THOROUGHLY. r's' '�' � 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDAR� DETAILS. " -' -� � -'� SURFACE END SECTION CONSULT W1TN LOCAL JURISOfCTIONS AS TO WHICH DETAIL SHOULO BE USED WHEN � ` `� �:-i: 3. WHERE BMPs HAVE FAILE�, REPAIR QR REPLACEMENT 5H0l1L0 6E INITIATED UPON M � Z 3� �� DISCOVERY OF THE FAILURE. W BACKFILL UPSTREAM ROCK DIFFERENCES ARE NOTEQ. �,�; ����u�; O - ROCK SOCK OF WATTLE SOCK 3:1 z �� ��� ������:. � Q INLET PROTECTION MAINTENANCE NdTES i t-� � � �-�� N;• 4. THE CWA SHALL BE REPAIRED, CLEANED, �R ENLARGE6 AS NECESSARY TO MAINTAIN � '� .��'� . 4_�,'^�;_., CAPACITY FdR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL 6E � � q 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM W EFFECTIVE OPERATING CONDITION. 25 MIN. REMQ4�D ONCE THE MATERIALS IiAVE REACHEO A DEPTH OF 2'. � � MAINTENANCE OF BMPs SHOl1LD BE PROACTNE, NOT REAC7IVE. INSPECT BMPs AS SOON AS r I 5. CONCRETE WASHOUT WATEft, WASTED PIECES OF CONCRETE AND ALL OTHER DE8R15 POSSIBLE (AND ALWAYS WITHIN 24 Ff0UR5) FOLLdWING A ST�RM THAT CAUSES SURFACE CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL 8E iRANSPORTEO FROM THE JOB SITE IN A WATER-iIGHT Q � � CULVERT INLET PROTECTION SECTION A ER9510N, AND PERFORM NECESSARY MAINTENANCE. 12° TYP. COMPACTED BERM ARflUND CONTAINER AND DISPOSED OF PROPERLY. PLAN �o" MIN. � 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN � THE PERIMETER > � ti- EFFECTIVE OPERATWG CON01710N. INSPECTIONS AND CORRECTIVE MEASURES SHOULO 8E 1� �% �L��E 6. THE CWJA SkiALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR TFtE PRdJECT IS PLACEQ. � � DOCUMENTE� THOROUGHLY. - - - - - Q ~ 7. WHEN THE CWA IS REMOVED, COVER' THE DISTURBED AREA WITH TOP SOIL, SEED AND � 3- WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD 8E INVTIATED UPON � �� 3' MIN. �� MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. � KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCJVERY OF THE FAILURE, IJNDISTURBEG dR� >3 � >3 KEY IN ROCK SOCK 2�� ON EARTH C�OMPACTED SOIL (�ETAIL ADAPiED FRON OOUGLAS C�UNTY, COLORA�O ANO iHE CITY OF PARKER, COLORA00, M�T AWNLABLE IN Al1TOCA0). Z W � 4. SEDIA�ENT ACCUMU�LATED UPSTREAM OF INLET PROTECTIbN SHALL BE REMOVED AS 8 X 8 MIN. VEHICLE TRACKING � SECTION B NECESSARY r0 MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STaRAGE VdLUME REACHES CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD OEraILS. O � 50� OF CAPACITY, A DEPTH OF 6" WHEN SIL7 FENCE IS USED, OR Y� OF THE HEIGHT FOR OETAIL ) CONSULT wITH LOCAL JURISDICTIONS AS TO WHICH OETAIL SHOU�D BE USEO WHEN � O CIP-1 . CULVERT INLET PROTECTION STRAW BALES. SECTION A oiFFERENCEs nRE rvorEo. � CULVERT INLET PROTECTION INSTALLATION NOTES 5 INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBEd AREA IS CWA-1 . CONCRETE WASHOUT AREA y U PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTI06V APPROVES EARLIER REMOVAL OF � 1. SEE PLAN VIIEW FOR INLET PROTECTION IN STREETS. -LOCATIOM OF CULVERT INLET PROTECTION. CWA INSTALLATIaN NOTES 6. WHEN INLET PROTECTION AT AREA INLETS IS REM�VED, THE DISTURBED AREA SHAIL BE 1. SEE PLAN VIE44 FOR: 2. SEE ROCK SOCK DESIGM QETAIL FOR ROCK GRADATIflN REQUIREMENTS AND JOINTING COVERED WITH TOP SOIL, SEEDED pND MULCHED, OR OTHERWISE STA8ILIZED IN A MANNER -CWA INSTALLATION LOCATION. DETAIL. APPROVED BY THE LOCAL JURISDICTION. CULVERT INLET PRO7ECTION MAINTENANCE NOTES 2. DO NOT LOCATE AN UNUNED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY aR (�erni� nnnareo �rton� iOWN Of Paf2tcER, COLORA�O pND dTY Of Rl1R6RA, COLORPDO, N0T AVAILABLE IN AUTOCAO� WATERBfl�Y. DO N47 LOCATE WITHIN 1,004' OF ANY WELLS OR DRINKING WATER SOURCES. IF 1. INSPECT BMPs EACH WORKDAY, AND MAINTAW 7NEM w EFFECTIVE OPERATING CONDITfON. NOTE: MANY JURISDICTI0N5 HAVE BMP DETAILS THAT VARY FROM UDFCD STANDAR� DETAILS. SITE CONSTRAWTS MAVtE THIS INFEASBLE, QR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, MAINFENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTNE. INSPECT BMPs AS SOQN AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULO BE USED WHEN THE CWA MUST 6E INSTALLEO WITH AN 6MPERMEABLE LWER (16 MIL MIN. THICKNESS) OR POSSIB�E (AND A�WAYS WITHIN 24 HOURS) FQLLOWING A STORM THAT CAUSES SURFAGE DIFFERENCES ARE NOTED. SURFACE STORAGE ALTERNATIVES USING PREFABRICAT€D CONCRETE WASHOUT DEVICES OR A ER0516N, AND PERFORM NECESSARY MAINTENANCE. LINED ABOVE GROUNO STORAGE ARE SHOULD BE USE�. 2. FREQUENT OBSERVATIONS AND MAWTENANCE ARE NECESSARY TO MAINTAIN BMPs IN N�TE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHaW COMMQNLY USED, CONVEN710NAL 3. THE CWA SHALL BE INSTALLE� PRIOR TO CONCRETE PLACEMENT ON SITE. EFFEC�IVE OPERATWG CONDITION. IhJSPECTfONS AND CORRECTfVE MEASURES SH�ULD 8E METHOQS OF INLET PROTECTION IN THE DENVER METRQPOLiTAN AREA. THERE ARE MANY �OCUMENTED THOROUGHLY. PROPRIETARY INLET PR�TECTI�N METHODS ON THE MAR'KET. UDFCD NEITHER ENDORSES NOR 4. CWA SHALL INCLU�E A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY S' SLOPES DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT LEAOING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATfER. THE PIT SHALL 8E Ai 3. WHERE BMPs HAVE fAILED, REPAIR OR REPLACEMENT SHOUL� BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST LEAST 3' OEEP. DISCOVERY OF THE FAILURE. BE INCLUDEO IN THE SWMP AND THE BMP MUST BE INSTALLED ANp MAINTAWEO AS SHOWN IN THE MANUFAC7URER'S DETAILS. 5. BERM SURROUN�ING SIDES AN� BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 4. SE�IMENT ACCUMULATEO UPSTREAM aF THE CULVERT SHALL BE REMOVE� WHEN THE SEDIMENT DEPTH IS 3� THE HEIGHT OF THE ROCK SOCK. NO E: SOME MUNICIPALITIES QISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET 6. VEHICLE TRACKING PAD 5HALL BE 5LOPED 2% TOWARDS THE CWA. PROrECT10N. CHECK wI�H LOCAL JURISDICTION TO DETERMINE IF STRAw BALE wLET 5. CULVERT WLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE, 7_ SIGNS SHALL BE PLACED AT THE CONS7RUC710N ENTRANCE, AT THE CWA, AN� AREA IS PERMANENTLY STA8VL12ED AND APPROVED BY iHE LQCAL JURISDICTION. ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION 4F THE CWA TO OPERA70RS OF CONCRETE TRUCKS AND PUMP RIGS. (DE7A1L5 AOAPTE� FRQM ALRORA, COLORA00, NOT AVAILABLE IN AUTOCAD) 8. USE EXCAVATED MATERIAL FaR PERIMETER BERM CONSTRUCTION, NOTE: MANY JURISDICTIONS HAVE BMP OETAILS THAT VARY FRQM UDFCD STANDARD DErAILS. CONSu'LT WITH LOCAL JUR15DICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District IP-7 IP-8 Urban Drainage and Flood Control District August 2013 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District Noveinber 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Stonn Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manua]Volume 3 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 47 of 50 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12 " 6" OUT FALL CURB & GUTTER 8" BARRIER CURB 6" 1' - 0 " a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 6"6" 6" 1' - 6 " 18 " 10 " 8" ROADWAY PAVEMENT FL LF 6" MOUNTABLE CURB 1 1/4" BARRIER CURB (KEY WAY OR EPOXY) 1/8" TO 1/4"R. 1"± 1/4" CONCRETE PAVEMENT (SECTION B) 1 1/2" 3" ASPHALT OR 6" 1 1/2"R. 1 1/2" (SECTION M) MOUNTABLE CURB (KEY WAY OR EPOXY) 3 1/2"3" 1"± 1/4" 1"R. 6"4" 1/8" TO 1/4"R. 6" w/concrete pavement 8" w/asphalt * * 6" 1-1/2" b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. Notes: RE V E A L (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 6" (FORT COLLINS ONLY) 1-1/2" TO Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk AttachedDetached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0"6'-0" T.C.F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. Transition back of walk (typ.) Broom finishBroom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Fl o w l i n e (max.) Slope 1:12 5'A Varies * Wood float finish thru ramp Slo p e 1:1 2 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varie s * (max . ) A A 5' (m a x ) (Radius varies) (typ.) back of walk Transition 2 Br o o m f i n i s h BA C K O F W A L K / L A N D I N G Retaining Curb (Optional) 12 " (m a x . ) (m i n . ) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Va r i e s * Detectable Warning 1/4" per ft. 1" per ft.1" per ft. 1" p e r f t . 1" pe r f t . On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed 6" 2"R.2" 6" 6" 12 " 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) Flare 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 7. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (m a x )  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb (TYP.)SIDEWALK SI D E W A L K 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) PLAN 1'-0" �WATER LINE -EASEMENT- ��RIGHT OF WAY PRECAST CONCRETE 3'(MIN.) � HYDRANT:AWWA C502 W/1" " M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT i. ; PAVEMENT IF REQUIRED ��� w z J - � . . - � - . - . L(-1� . - } ; �� � .' � .. - �. . ' ._ . _; . . � ' ' � �., , - :� ..: b^, � � C )_� O � W O 3"l IN ����, , � � � � TRACER WIRE TERMINAL BOX � � � j /� , 2'GALVANIZED STEEL a OFFSET TO SIDE Z � �� ���� _ � SEE PLAN VIEW VALVE BOX � � PIPE AIR VENT LINE � � w � � �-- POLYETHYLENE . -�� 3 MIN / / // //, ROAD SURFACE � POLYETHYLENE BOND BREAKER .a � � /\ -_. i �_ � �.Z°-Z.4��I � W BOND BREAKER � .: � \,'� \ %//�//�/: /��� � ��/��� � �-fi �\�> i\� i\ \ � � �� ���� 4����� /� / \���\�\ \ \� \ \ \� � �UNDISTURBED SOIL '�: //� . . , . � . , , � // / :� (-1 / A %%%�i��%�� �� ���%� _ _ �/��\/��, �\ \ \�/��/\/ , \ ��! /� �� \��\��� \ \\�\\����\\�\\�\ \ �\� ���UNDISTURBED SOIL ��� /\\/\`��. ' - TRENCH ZONE V� � � � � � TYPICAL BEND TEE % �� '�� �� ��'� (BACKFILL) � ��; ����/, _ ���,`, ������� 4'-0"x1'-0"x0'-6" '�� _ / CONCRETE COMPACTED GRANULAR w MATERIAL _ , __ _ POLYETHYLENE .�j\\\/\\ \\/\\\� FOOTINGS � � Q BOND BREAKER �� � . � � . � � POLYETHYLENE ,�' NOTE: �J4°MIN. I�,�� / � / VALVE LOCATION COMPACTED BORROW DITCH BOND BREAKER �/ � . FILL / / � C'iROUT ALL PIPE 66°MAX. :�\ �j\\\i �Z�� �TYP�i i \\� PENETRATIONS , , •� � , �\// TRACER WIRE m � 3 o�A I -�- \�/��� 4.5'MIN.COVER � \ / J (� �/\/ (4x8'R I BLU BOARD) SWIVELTEE DRAWN ` ��' � r � � V // / + THRUST BRB BEARINGSURFACE � �\", BEDDWG ��� �� MIN. . IQ � Q� O� o0 0� \\ \\�, SECTION A-A � BLOCK �; MATERiA� � � ��� 1' NOTE3 BEARING FROST-PROOF M.H.COVER � � CHECKED suRFnce / . / / 2"GALVANIZED AIR SCREEN � HYDRANT DRAIN OPE INGS DAP �uNoisruReeosoi�� uNoisruRseosoi� ��� �.� � � � �����/ (NOTE 2) VENT LINE(NOTE 1) 4"xq" MESH � MUST REMAIN CLEAR \'. � O� O � � /\/ OF OBSTRUCTIONS a DESIGNED � o o BRB PLUG TYPICAL CROSS-SECTION BEDDING ZONE \' PRE-CAST CONCRETE GRIOUT THRUST 6"C900 DR18 PVC PIPE o o ... "• \ 0:_ I��( 0 UNDISTURBED SOIL GRADE RINGS BLOCK . �.',r . •'. o a FILENAME � \ _� � . ' . BEARING AREAS FOR VARIOUS FITTINGS (FT2) ,'��/� ;D( �- ,= -�., Ol � ( nn.H. srEPs �NOTE 3� ; } -RESTRAIN ALL JOINTS � 0009_Details_Infra \\ \ -�-�; ) , � I RESILIENT SEAT GATE VALVE � �8�� SIZE TEE&PLUG 90°BEND 45°BEND 22�°BEND 11 4 BEND i�// // (j ~/pU �'/ COMPACTED 3'-6"MIN. BOND BREAK 6° a.o e.5 s.o �.5 �.o �� �� �� � 4 � ��������, �'��� AIR RELEASE& � --NOTE 4-- �PQO �/C O.D. OR 4" MIN. � GRANULAR MATERIAL PN..� P� � V A C U U M V A L V E F L E X I B L E PLAN VIEW ��•� 8� 6.5 9.0 5.0 2.5 1.5 j \' B R A S S N I P P L E G COUPLING C O N C R E T E B L O C K T R A C E R W I R E T E R M I N A L B O X I N S T A L L A T I O N V�:�� Q�O� G�\O� 1 2" 1 4.0 2 0.0 1 1.0 5.5 3.0 • SADDLE, FLANGE, 6�� H Y D R A N T G R A V E L o • P e ,�� 16" 25.0 35.0 19.0 10.0 5A - - G S j� �� �� �� �� � PIPE SUBGRADE; STABILIZATION OR BOSS (NOTE 3 ° ° �Q�� GO� �� 20° sa.o ea.e 2s.5 �5.0 �.s � ������������� �� � MATERIAL IF REQUIRED FITTING (BRASS) �G.�. �o o � Q�' �O� ;�<cr 24" 55.5 78.5 42.5 22.0 11.0 ��� � � � � � �„ �, NOTES: �. � 3a�� as.5 i22.o ss.o sa.o ��.o , � �� �� �� %� ��'i�� ��� �� �,� SCREEN 4 x4'MESH ��� � GROUT 1. NO LANDSCAPING(TREES,SHRUBS, o� o ••••••� / / / / / / / / NOTES: BOULDERS,ETC.),RETAINING WALLS OR S��NAL�� 36" 124.0 175.5 95.0 48.5 24.5 \ ��\ ��\ ��\ ��\ ��\ ��\ ��\ �� CONCRETE FOOTINGS 1. VENT TO BE SURFACED AT FENCE LINE, FENCES ALLOWED WITHIN 10'OF FIRE FIRE HYDRANT 42" 168.0 237.5 128.5 65.5 33.0 W/Z-$�4 BARS �� IRRIGATION DITCH OR AS ELSEWHERE HYDRANT. ;\- SPECIFIED BYDISTRICT. 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL 2'-0" : i: ; 2. IF COVER SITUATED WITHIN GRAVEL COMPACTED� " % � ROaowaYLEavECOVER4^BE�OW BE DOUBLE WRAPPED IN POLYETHYLENE. NOTES: - SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTHGRA N ULAR MA T ERIAL 3. GATE VALVE SIZED PER AIR VALVE OR LEFT OF EACH FIRE HYDRANT ASSEMBLY 2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS ELCO BOLTS OR PIPE. 4'-O�� I.D pR1MER� Dote File No. �1MER Date File No. MER Date �le No. Date File No. �1� �Gy Designed N '4 N�A esd020_tfpico%thnist y1�p C�G�, Designed N '4 N�A esd006_bedding_doss yti�p�1 c�Gy Designed N '4 N�A esd001_oirvac y1�p�1MERC�G�, Designed N '4 N�A esd017_fiie_hyv'�ont � ` EAST LARIMER COUNTY WATER DISTRICT E�v B��o Drawing No. � ` EAST LARIMER COUNTY WATER DISTRICT E�� oB�2o Drawing No. � ` EAST LARIMER COUNTY WATER DISTRICT RKB o8�9� Drawing No. � ` EAST LARIMER COUNTY WATER DISTRICT E�� B�7o Drawing No. Drawn ,� Drawn Drawn ,� Drawn �� �-� E✓V e/2a o20 ���Y E✓V �a/2� oos ��: � � E✓V a/2� ao� ���Y E✓V a/2� o» TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised t`y NOT TO SCALE !y +Vl NOT TO SCALE �y / NOT TO SCALE !y +Vl NOT TO SCALE - __.- Approved RS B�20 Sheet O7 of O7 9�R�IS��'� Approved RS B�21 Sheet O7 of O7 Approved RS B�21 Sheet Ol of Ol 9�`R�IS��� Approved RS B�21 Sheet O7 of 02 �SURFACE W ' Z � J � � WATER MAIN CONSTRUCTION: CROSSING UTILITY INSTALL MEGALUG O � � / IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3'EACH RETAINER GLANDS(TYP.) � a �� CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER � �� 45° BENDS(TYP.) WAY FROM CENTER � U � � / LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW \ /�\\�; (4.5'NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED � � W � /�� / TRENCH WIDTH TABLE REALIGNED WATER LINE � Q � 1"MIN. BLUE-BOARD WATER MAIN Q � � / PVC OR DUCTILE IRON PIPE �° ' "•. H (NOTE 4) '� m � Z ��/i: MAXIMUM � � a O SEE TRENCH W I DTH TABLE PIPE DIAMETER TRENCH WIDTH '•4 + • 4 (INCHES) (INCHES) GRAVITY � � 12" MIN. ANCHOR(TYP.) > - - <. , a. .. � � 4 28 (NOTE 5) : � 4'�f �4'� � THRUST BLOCK Q � � PIPE 6 30 1.5' MIN. �„ MIN. BLUE-BOARD •, •6 •• e' � -$ � � -$�- -I .� `-. ,.• (TYP.)(NOTE 5) � � � (FULL TRENCH WIDTH) STEEL CASING (NOTE 4) � �/�/ ��// 8 32 � � � � j\�j j�j� 10 34 GENERAL NOTES: Z W � /�� ��� 12 36 2. ALL ITTINGS&J�OIN S IN OW R NG REA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. O � Z \%\\� �\\� 14 38 STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE&FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT. O �� ��' IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE"H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24"DIAMETER OR � '�\% j�\ 16 40 UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF � = U /\ /� 18 42 CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC � \\//�\//�\//�\//\ \\//�\//�//�\//\ 24 46 WAY FROM CROSSING. 5. ANOCH�OR A D THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT \��\��\ \��\���\ BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE RESTRAINED. STORM SEWER CULVERT Date File No. Date File No. Date File No. �y�`apIMER�OGy�` EAST LA R I M E R C 0 U N1Y WATE R D I STR I CT Designed N A N,A esd02J trench_detoi/ y��p"'�y� EAST LA R I M E R C 0 U N1Y WATE R D I STR I CT Designed N A N,A eSdpqq ao,ssm9�,�r y��pNIMER�OGyf EAST LA R I M E R C 0 U N1Y WATE R D I STR I CT Designed N A N�A esd019_moin_/oweiing RKB 10�91 Drawing No. W � RKB 05�03 Drawing No. "� � E✓V B�20 Drawing No. Drawn � Drawn Drawn ���� E✓V e/2o oas �� L r �r E✓V e/zi oaB ���� E✓V e/z� 0�9 �,,1 ��� TRENCH DETAIL Revised NOT To S�A�E INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING Revised NOT TO SCALE �9T �� WATER MAIN LOWERING DETAIL Revised NOT TO SCALE fR��� Approved RS B�20 Sheet 01 of Ol Approved RS 8�2� Sheet O7 of 02 FRDISt� Approved RS 8�2� Sheet Ol of O7 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 49of50 BUTTERFLY VALVE DETAIL 0 , 4' , --� SECTION A-A 0 COMPACTED �c :�r ����''`� MANHOLE SIZE TABLE - �- STREAMBED MATERIAL p VALVE BOX WATER LINE PIPE SIZE MH DIA. BENCH, � ~ BUTTERFLY VALVE ' °- '��° (AWWA C504) (IN.) (MIN.)(IN.) SLOPE=2"/FT. -�°-� Z � 15 OR LESS 48 (TYP) ' O � � 18 TO 30 so P LAN � � m B p ° OVER 30 72 MH FRAME AND COVER HS20 2' RING&COVER-SET Q p ._ � ° D � ° � � � � LOADING RATED OR EQUAL PARALLEL TO FINISHED — � — - - - \� MECHANICAL JOINT SURFACE � — — (RESTRAINED) WATERLWE � � GROUT � � � ��� � . . . °o �� � � . � - - NOTE: ALL VALVES OPEN LEFT PRE-CAST GRADE RINGS PRE-CAST ECCENTRIC CONE ' A � ,� ` � � ¢ 9" � (A) ��/ �A) Z � � o Q L VALVE OPERATOR " �° � SECTION VIEW � `y INSIDE LIP TO BE HIGHER 5"MIN THAN OUTSIDE LIP � GATE VALVE DETAIL 0° � TOP OF VALVE BOX SHALL � � PRE-CAST REINFORCED "WATER"CAST IN TOP OF PRE-FORMED PLASTIC GASKETS BE SET�"-�'BELOW Z � u� CONCRETE MANHOLE BARREL DRAWN VALVE BOX COVER O � �SURROUNDINGASPHALT Q � = PER ASTM-C478 WITH STEPS AND EXTERIOR JOINT WRAP. 4000 PSI BRB H M F- s^ Z iy z TOP OF BENCH ' VALVE BOX SHALL BE SCREWED DOWN 6^ � `- J 2'MIN. A PIPE PENETRATION CONCRETE #5 BARS ON CHECKED OR AS DIRETED PER ELCO INSPECTOR O 1 GASKET PLACED IN CORE 3�� 12"CENTERS DAP &BURIED BELOW GRADE IF INSTALLED TO ACCEPT PIPE NOTES: DESIGNED IN A NON-PAVED ROADWAY � � a NOTES: N Z e. _ � 9 � 0° 1. SEE PLAN&PROFILE FOR CASING LENGTH BRB 1. VALVE BOXES SHALL BE � °� , � � - &DEPTH. CENTERED AND PLUMB OVER o -q.�a..e e Q FILENAME OPERATING NUT. � 0009_Deta i I s_I n fra 2. BACKFILL AROUND VAWE � 3-PIECE VALVE BOX a , � � w 2. SEE DRAWING FOR DIA.AND SLOPE. BOXES SHALL BE HAND PLACED o 6�� �° .,< �.= a a,8"aMW. �� `- � PRE-CAST MANHOLE BASE � � Q- �a � . AND COMPACTED FOR A � "` �� ��-�� AND FIRST BARREL SECTION a ` ° � ° MINIMUM4'RADIUSAROUND � MIN. 12"COMPACTED 3/4" w + VALVE BOX 2"OPERATING NUT � ` W � OPEN LEFT o SCREENED ROCK CAST MONOLITHIC ASTM-C478 U �. 8 PD L/C SANITARY SEWER LINE O � VARIES o ° � 'PN••• �. � N � �,� , °;� \_#3 STIRRUPS ON �0.• � o :�� D�P �� 18"CENTERS ; SECTION VIEW : a / PIPE SIZE W A B �; � Pee���G�\ COMPACTED SOIL � G E N E R A L N O T E S: „ � G S � - i � � $„ 4�� 4„ 4�� ��\� G�� �c/ ` . � TRACER WIRE TAPED U 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. - � SECTION A 10" 4" 4" 4" Q` Q� ��� TO TOP OF PIPE o 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM ` a F ; � " ENTRANCE THROUGH EXIT. a a. � � 1 12" 4" 4" 4" \O� �������. G� C WATER LINE ° , < , S��NAL�� � 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER � \ ;, v AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. ° � q. HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION A � WITH NO STANDING WATER(SEE SECTION A). � MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500) 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. > > Date Fle No. � PREPARED BY: RRL �pEA sqq� � PREPARED BY: RRL `oEa sqn� �`ag1MERCOG Designed RKB 08�91 esd016_���detoil � APPROVED BY: BZ STANDARD MANHOLE m� t9° % APPROVEDBY: BZ CONCRETE ENCASEMENT m� t9O �y y` EAST LARIMER COUNTY WATER DISTRICT E�v ���o Drawing No. w w DETAIL Drawn � ORIGINATION DATE: 10/24/2014 = ORIGINATION DATE: 10/24/2014 ���� E✓V 8�21 016 � PHONE:(970)498-0604 � PHONE:(970)498-0604 VALVE DETAIL Revised NOT TO SCALE � REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG � REVISION DATE: WWW.BOXELDERSANITATION.ORG �AlFR01St�`� Approved RS 8�2� Sheet Ol of 01 45°ELBOW ASPHALT OR % � � HARD SURFACE j � � % \ , I , o�ir�c��ni�r�nin � � � .���oo�����E O FINISH GRADE � . � � _ a , � v � %� ' AIRTIGHT PLUG WITH • ` ° 41N.X 41N.MARKER � W VALVE BOX WITH LID I z %. / � � Q MARKED"SEWER" � SERVICE WYE � ' UNYIELDING PIPE BEDDING OF � / ; % COMPACTED ROCK OR LEAN Q � `� j / CONCRETE � � Z WATER TIGHT � < SCREW CAP 4"PVC SDR 35 PIPE& / v� FITTINGS(TYP)FROM % / COMPACTED GRANULAR � � O W \ MATERIAL � BOTTOM OF / , , / � � � I BEDDING ZONE TO ' � � � TOP OF ELBOW PLAN VIEW $IN.PVC SEWER PIPE � � U ,� / > � � � � � � � 4"WYE % � \ �4"x45°ELBOW % � � � - COMPACTED % � O � � GRANULAR MATERIAL j � 4 IN.x 4 IN.MARKER , TRENCH � Q O v — — — v � � � TO COLLECTOR FROM HOUSE / /. � � LINE OR BUILDING � � PVC SEWER PIPE SERVICE CLEAN-OUT / 45°BEND ONLY � REQUIREMENTS: A CLEAN- OUT SHALL BE INSTALLED AS Q _ / i � NEAR AS PRACTICAL TO CONTINUATION OF CONNECTION WITH � SECTION VIEW SEWER LINE a \ R�, CJ� BUILDING. < � � � / � s � \ � W / a � AIR TIGHT PLUG � SERVICE CLEAN-OUT REQUIREMENTS � i � s � % 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS � ; � UNYIELDING PIPE BEDDING OF = PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT A MAXIMUM - ! COMPACTED ROCK OR LEAN � SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE � j\/�/�/�/\/�/�/\/\/\j CONCRETE = ALLOWED. - � 2. CLEAN-OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING � CROSS SECTION - CODE. - � � NOTE: WYE CONNECTION NOT � ALLOWED ON VCP. S o > > g PREPARED BY: RRL �`aee Sqn�F9 s PREPARED BY: RRL �`oea SA�it9 � APPROVED BY: BZ SERVICE CLEAN-OUT m � � APPROVED BY: BZ SERVICE WYE DETAIL m � a ORIGINATION DATE: 10/24/2014 DETAIL Q ORIGINATION DATE: 10/24/2014 � PHONE:(970)498-0604 01/05/2017 PHONE:(970)498-0604 � REVISION DATE: N/WW.BOXELDERSANITATION.ORG � REVISION DATE: WWW.BOXELDERSANITATION.ORG TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE N TS DATE JULY 31, 2024 SHEET 50 of 50