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HomeMy WebLinkAboutDRB050463 DRB050464 PEC050070 PEC050071.pdf _� , J � Q � p : m m ?- ; �- m , , 0 m � ' � Z Z Z � Q ` (Il Q V-1 j W � = W ' C� � U � - � � � � �, 1 f v , . .�. � ' : PR �JECT DESCRIPTIUN `� � S U RVEY DATA � THE EAGLE RIVER WATER AND SANITATION DISTRICT WILL CONVERT TWO TOWN OF 1 . SURVEY DATA WAS PROVIDED BY ALPINE ENGINEERlNG , INC AND IS IN � VAIL PARKS ( DONOVAN PARK AND FORD PARK) FROM P �TABLE WATER TO � . q � T � � � D COLORADO , CENTRAL ZONE , STATE PLANE COORDINATES . TOWN OF VAIL � 0 NON — POTABLE WATER FOR IRRIGATION PURPOSES . DO � O�pN ' �� �� HORIZONTAL AND VERTICA� DATUM USED . � C� � � . . � ��f� �, r , � , F ; � �_� � ;. THE PROPOSED APPROACH FOR THE RAW p ��.�-�,�� : � .4�� " � PA� K � WATER CONVERSION SYSTEM IS THE PAi� K � .. r, - k N � . � 2 . DONOVAN PARK BENCHMARK . BENCHMARK FOR PROJECT IS NOT LOCATED I'— SAME AT BOTH PARKS , � .� 1. , . >��,, � � WITH THE PUMP AND PIPE SIZES BEING THE PRIMARY � : � n , � . �- - ON SITE . SURVEY BENCHMARK IS IN FRONTAGE ROAD , NE OF . . � � a �_. ' � . . ' e; � , 13,.. . . : . ,,. � . . ... ,. . ', - � ' . . . . . . . b . . . . . DIFFERENCE , THE PROPOSED APPROACH TAKES INTO CONSIDERATION THE DESIRE _ ;� � y A ,,, �� . ' CONSTRUCTION SITE , LABELED BENCHMARK BFR BY SURVEYORS WITH Z �— - TO MINIMIZE VISUAL IMPACTS ON THE CREEK BANK AND THE NEED TO �� � . �< � ` - � >} ,.�� � �, .�� �w � .s. m, .; �=. ' � ' �� ELEVATfON = 8224 . 95 ' . CORNER OF TRANSFORMER PAD MAY BE USED u. ACCOMMODATE FOR STEEP SITE CONDITIONS . � � �� , E � ° .�' � � . � � :. "`.�' , " , � x . � _ . h�; ry : . � FOR SITE BENCHMARK . � �, , . . . . � . . ..�: . . ..Y• � :�.: . . . . . . . _ , � � aw � � m - �q�r � . . . y�t} � .' -r + a'+sK� � . � � . . � . . � � � .� . � ,i y�t Y�� � :j +t. ^<`m� i ,@ .t�i, � '""� , � . ..:`- - 'Y'S � ' � � - . . � � ' � ..� . ' , '•, : e , . . . " .� �:� �.. . .. . . . ` . ' � : . . . � ,Y+ , � . . � . F t S�, . �l-� �{, � ,'.�n� H.c . s . p)� _ . . . . }��� , �. � . �.v1 � � � `[ ' . .'.�. 5: i � •t�:iFa:: >. - � . � �. . . . . . . n�. ' � .p s . . L� i F r `U . . � �,,-' :`,r"��,...^_3 � .�1 ��.,. . .. . . �, �E,�'. i°:y,'m.F�:'Yh,.. - __. . . - nr.,.... ., e!„+l .. .,.:. ,ti � . � . . :, . . -. . .. � . . A DIVERSION HE�4DWALL WITH T � - �.: - N . : , � ::� < : : , f. :.,,� :. :.;� . - - : , . . :�:�-�«. , . ; ' .�; :. ...�::,.::r. . .:���. . „ , RASH RACK WI �L BE LOCATED ON THE BANK OF � . � _ ,, . , .� . . , , �� _. ,�¢ ,�.; , � : ; : ., `; � , ..�.�, �,� r�.�� 3 . FORD PARK BENCHMARK . SITE BENCHMARK SHOWN ON SITE PLAN IS CF � ,� . � i Lk Y � . . . �3 NY��+'/t��Y: �:CI � W. . �. �� Fr � . . . . .n� . � � . � ' .[liYj��� SG. % _ . _ '�,,. : ; ._.,, af�t+.i"s..'> F:.k � � � � . �• �' . . � � . . � . . � . . . . .Y*�:Ir ,� ��: M �`!F �tiFS � .. iy i .' . s�+°`5'{h , '. . . .c s .. . .� .. ' ' . . . � . .. . _ rFr^ , . 'u:.. °a. !? `. '� ,rmtc �;i7�Ra nvArr'-n , t!t: rvi A�r, v ' f� � )) . 1 ', .. ' GORE CREEK . THE CONCRETE HEADWALL WILL BE BURIED AND ALL EXPOSED ; �- �. ��� ���;=� s�� .,_ �s�:r ;� a..r. : ��� . ,: -�=�- � - 'c : , � ,> , .� : . ,__ . . ,.. : ,.� z^�a�;,:. .- __ ,: FRIDAY 1 Q SPI NAI — ! �rF . , ., > KE L, ELEVATION — 82 � 1 . 52 . : ,M���,�, ,; r , . . , . . . . . . . . . . . � . '+riw ,:� � I . �f. 3'? ��l`.�'Q. n yo �u , n�4'� ` ' " . . � : :� i ' rv . m�+ .' - � . . �. � . � , . . �.., � : ; . � . SURFACES WILL � E COVERED WITH RIVER ROCK TO CAMOUFLAGE THE STRUCTURE. : T ' ' � , , �_. � ��-�� ' � � �/ . . ,yl�.' � -i.• .i�r �S�? a -e. .��r r'W,L -4l}` i . . . . � .ai. .i , �F> ''? 'al r ,Y'n�i� - i-�x .d' .' k " °�' '� � ' ° � Y . � . . � . . . . . . . . .� ;5" ' k �'y. A''s� �A: - ,-�'t�`" � � ' 3��� f ' : +`` _ �w'. . � . � . . . '3� ��0�` ���K� _ ��: . � at r - a '4 . .� � � . A TRASH RACK lS INCLUDED TO HELP PREVENT THE PIPE VALVE WET WELL AND " � :. R 1��� ��� � �. . :��d�� � � - ' ' ��, 5��- � ` � . ' . - � �. . _ � . . : :�� , LL : > > a , . , � � � c��t �. � . . . . � . . . .., a "!'r . � .:. 4 V rI . �,����� ^ . . "Y,{i � . .. . .: rea : �` ` � � :��c, � � .:. . ., . s r � - � . �d'�-��.��� -V . 'i . � . PUMP FROM COLLECTING DEBRIS FROM TH R � `� � � - ��� � t :� � �� � - �_ � � ����� � sM�- � W E C EEK . A LINE GATE VALVE IN THE � �, , � �,���2. � - h �� � _ � �� �4 � . . . � � � ir 4 � 1 �4 ' ` �•. . i' / '�+�.'4 �- F .Fn' ! rlfzi l. t , . Y ; ' �. ' . ' =�� ^c ' � <!`T . � � . ,. . . _ ' . _ . : . ' ' - . ' � . . , � . . .: . . ' _ . _ � V _ �.:. '. � . . � . �i . .: � ' . :i < . � , INTAKE PIPE BE�INEEN THE HEADWALL AN � ° k � � ,. •i� Y��`� `rv� �' ` ° �.�'f / . � {' M D THE WET WELL, WILL BE PROVIDED FOR r �, t� �� � � � �� �( {�y ; z . � �' � � Y 'T N ' ( � � .�j . l �tih�' � � y� �7 S .,$,� . . � . . J �,�'" ,p� - 12 � ^ O :�5^� MES` . tl E., '.19�� . 'L . � �. �`: ` � •� ' `� Y .� O � , . . . � '. �� ' . 3. . f , . . . . ' � .. � . . t . � �� ~ • . '_�. . •. ' .� . � . . r ,Y ��.r. - : .A(^' l . 4 � • ' . MAINTENANCE AND FLOW REGULATION . THIS VALVE WILL BE LQCATED BELOW : . � . $ � ���"i "; = � - � . � t " �� ' ,�`" � ,:�� ` '�� '�::. .���''� �� � � � � . . . � . .. � . . �"" fK>�;E� c.�,,,F�: _ . a . '.. J? v�} 5� � . . � . � � � i . . . � . � . . . '� ' 2 . . . .. . � ,.. . ,o. GROUND WITH A VALVE BOX LID VISIBLE ABOVE GRADE . WATER WILL BE DIVERTEQ � ,, - �� - � ; k ` v ' � �• � �� � - �`��'�� . . �� PRO.JECT CONTACTS M .� �x ��S" 1"t�" + � f . . � r?�' � . �. . . . . � . : � . , . .1 . Y�.-.. ' . ..M'"ai V�-, . . . . . ' . . . ' : vf'"(1'��' e � � . . I. . � � FROM THE CREEK INTO A CONCRETE WET WELL BURIED IN THE BANK . A MANHOLE s «��°� �`� � - _ �. . i� ��� EAGLE RIVER WATER AND SANITATION DISTRICT � � ' , � `M1 .. i 7 ,. . ,.` e1.J 5 ' � +'.,M' . - � }j�" � �� COVER WILL BE VISIBLE ABOVE GRADE . THE SUBMERSIBLE PUMPS WILL BE LOCATED ����� : s . - � � ; 846 FOREST ROAD r , •� � .a"�'.- � ::' ^� _ ' s. � � ',�..� ; IN THE WET WELL WITH THE DISCHARGE PIPE EXITING BELOW GRADE. THE PUMP ° . � ���°� � �s:� ' � ��� VAIL, C0 81657 . . . � � r ' ���� . . � � Y � � � l ...�� � �/ . . . . DISCHARGE PIPE WILL BE INSTAL�ED UP THE BANK TO THE FILTER AND CONTR � L � _3 ����,� , - ( 97 � ) 476 - 7480 L.L,j (� ENCLOSURE LOCATED NEAR THE EXISTING TRAIL. ALL PIPES WILL ENTER AND EXIT �� s,� ,���rx , � � � � M ',} �� � , �d CONTACT: MARTY GOLEMBIEWSKI OR LINN SCHORR � .; � ,. THE ENCL�SURE BELOW A CONCRETE MOUNTING PAD . THE ENCLOSURE W( LL HAVE �< s ,����-' $ ` '�'� � , � � , �' DOORS THAT WILL OPEN TO PROVIDE OPERATIONS AND MAINTENANCE ACCESS . u � ����`�`' � � ��'� � a � TOWN OF VAIL � C17 . � Yi - ' �1 4ta3 � . � � � � DOWNSTREAM OF THE FILTER , THE IRRIGATION PIPE W1LL BE ROUTED TO THE k °}''r��' �° � ��� � - '" �� �- � ` DEPARTMENT OF PUBLlC WORKS AND TRANSPORTATION t� EXISTING IRRIGATION MAINLINE . THE CREEK BANK WILL BE RESTORED T� THE �.�F� �� < r ��` ���$ ��"��z 9``� g�•� `�� � � 1309 ELKHORN DR1VE (.j,� � EXISTING CONDITIONS A�fER CONSTRUCTION . ADDITIONALLY, ALL DISTURBED ��� VAIL , CO 81657 � LANDSCAPING AND HARDSCAPE WILL BE REPAIRED AND RESTORED TO EXISTING , ,s � � _I W PRE — CONSTRUCTION CONDITIONS , � ( 970 ) 479 - 2158 r n � l�,,, CONTACT: TODD � PPENHEIMER : u — � BOTH PARKS CURRENTLY UTILIZE POTABLE WATER AND IT IS DESIRABLE TO Q � AQUA ENG { NEER ( NG , IN � . W �, � KEEP THE POTA� LE CONNECTIONS AVAILABLE AS BACK UP WATER SOURCES . 4$ 03 INNOVATION DRIVE SPOOL PIECES ARE INCLUDED TO BE INSTALLED IN EITHER THE POTABLE FORT COLLINS , CO 8 � 525 WATER DISCHARGE OR THE RAW WATER DISCHARGE PIPE TO CREATE A UNIQUE , PROJECT SPECIFIC , PHYSICAL DISCONNECT . ( 970 ) 229 - 9668 = CONTACT. AMY JOHNSQN � VICINITY MAP ° Z GENERAL NOTES NTS 1 . VERIFY EXISTING SITE CONDITIONS AND THE LOCATIONS OF EXISTING PIPING 7 . PROVIDE THE FOLLOWING ITEMS TO THE OWNER PRIOR TO PROJECT COMPLETIC} N ; 13 . CONTRACTOt IS RESPONSIBLE FOR COORDINATION 4F ELECTRICAL POWER WITH HOLY AND UTILITIES PRIOR TO CONSTRUCTION . BACKFILL AND COMPACT TO MATCH A: TWO OPERATING KEYS FOR EACH TYPE 4F MANUALLY OPERATED VALVEo CROSS EflERGY. CONTACT JEFF VROaM AT 970 - 947 - 5425 TO DISCUSS PROJECTS . EXISTING CONDITIONS AND REPAIR OR REPLACE ANY EXISTING PIPING , B . FOUR COPIES OF A COMPLETE OPERATION AND MAINTENANCE MANUAL ALL ELEC'RICAL WORK AND CONNECTIONS MUST BE IN CONFORMANCE WITH HOLY WIRING , LANDSCAPE , SIDEWALK OR CURB THAT IS DAMAGED BY 4R IS THE FOR THE PUMP SYSTEM , INCLUDING DRAWINGS , PERFORMANCE CROSS EnERGY. AT DONOVAN PARK , A FIELD ff�VESTIGATION IS REQUIRED WITH THE RESULT OF THIS CONSTRUCTION . . CIJRVES AND DATA, REPAIR PARTS LIST, MAINTENANCE SCHEDULES , CONTRAC� R , HOLY CROSS E(� ERGY, AND OWNER TU VERIFY THE REQUIRED . AND GATALQG DATA SHEETS FOR EACH COMPONENT SUPPLIED . CONNECTI) N IN THE EXISTING TRANSFORMER . AT FORD PARK , CONTRACTOR , HOLY ' 2 . READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND CROSS EnERGY, TOWN OF VAIL, AND OWNER MUST MEET TO LOCATE NEW � INSTALLATION DETAILS FOR THIS AND REIJ4TED WORK PRIOR TO 8 . THE CONTRAGTOR IS RESP4NSIB �E FOR THE INSTALLATI � N OF SLEEVING AS TRANSFOMER PRIOR TO CONSTRU �TlON . CONSTRUCTION . � SHOWN IN THE DRAWINGS . SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING � AND ELECTRICAL WIR ( NG AT EACH HARDSCAPE CROSSING . COORDINATE 14 . PRESERVE �ND PROTECT EXISTING SITE CONDITIONS AND REPAIR OR REPLACE ANY 3 . COORDINATE ALL PUMP SYSTEM AND COMPONENT INSTALLATION WITH OWNER ' S INSTALLATION OF SLEEVING WITH OTHER TRADES . ANY PIPE OR WIR I � t � � _ � E W H C H S U R F A C E., (T U R F, C O N C R E T E , A S P H A L T) , A N D O T H E R U T I L I T I E S , S Y S T E M S , O R S I T E C� � M R E P R E S E N T A TI V E S . PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NQT INSTALLED , IMPROVEI�FNTS DAMAGED BY THIS CONSTRUCTION TO MATCH EXISTING SITE � � � ' � � N REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR . CONDITIO �S AND IN CONFORMANCE WITH T4WN SPECIFICATIONS AND OWNER S � „ � : 4 . COORDINATE UTILITY LOCATES ( "CALL BEFORE YOU DIG ") OF UNDERGROUND REPRESEI�TATIVES . � � � � � L UTILITIES PRIOR TO CONSTRUCTION . COMPLETE SURVEY WAS NOT CONDUCTED FOR 9 . THE CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF THE FINAL � � � N °= ENTIRE AREA OF CONSTRUCTION . IT IS CONTRACTOR S RESPONSIBI �ITY TO LOCATE �L GRADE AS SHOWN ON THE PLANS . 15 . CONTRACTOF MUST FIELD VERIFY WILD FLOWER MIX , TREES , AND OTHER EXISTING P1�4NT ' s,. � � ° � UNDERGROUND UTILITIES AND BRING ANY CONFLICTS TO THE ATTENTION OF THE SPECIES. VITH TOWN OF VAIL AND ERWSD PRI � R TO ANY CONSTRUCTION DISTURBANCE TO 4) � �� „ � N = > � � OWNER S REPRESENTATIVE . 10 . INSTALL ALL ELECTRICAL POWER TQ THE PUMP CONTROL SYSTEM , AND OTHER GUARANTE THE REPLACEMENT AND REVEGETATION IS COMPLETED T0 EXiSTING CONDITIONS . � °' W '�- �° `° Q � oQrn ELECTRICAL EQUIPMENT { N ACCORDANCE WITH THE NATIONAL ELECTRIC C� DE . � � � � oN 5 . DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION PUMP SYSTEM WHEN AND /�LL APPLICABLE LOCAL ELECTRIC UTILITY CODES . . N � :° � N 16 . CONSTRUCT� N IN PATHS SHALL CONFORM TO THE FOLL4WING . � ,, ,� a _,_, . IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES A. �AW CUT ASPHALT FOR REQUiRED TRENCH WIDTH . � � � � � � ° a c� � o °% EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING , OR IF 11 . CONTRACTOR MUST CONFR4M TO ALL REQUIREMENTS OF THE ARMY CORPS � F B . 3ACKFILL WITH COMPACTED ROAD BASE ONLY WHEN TRENCH IS WIDE ENOUGH �, W � � M � � DISCREPANCIES IN CONSTRUCTION DETAILS , LEGEND , NOTES , OR ENGINE E R S N A T I O N W I D E P E R M 1 T W H I C H I S B E I N G O B T A I N E D B Y T H E O W N E R F O R T O U S E A S H E E P S F O (3 T R Q L L E � . �' � � � � SPECIFICATIONS ARE DISCOVERED . B RIN G A L L S U C H O B S T R U C T I O N S O R T H I S P R O J E C T. C . 3AGKFILL WITH FLOWFILL WHEN TRENCH WIDTH IS T00 NARROW FOR � � = � � �° � DISCREPANCIES TO THE ATTENTI � N OF THE OWNER ' S REPRESENTATIVE . SHEEPSFOOT ROLLER . �- 12 . CONSTRUCTION IN GORE CREEK MUST BE COMPLETED IN WET CONDITION . INSTALLATION OF D . �ATCH ASPHALT TO EXISTING DEPTH � 6 . THE DRAWINGS ARE DIAGRAMMATIC . COMPONENTS MAY BE SHOWN 4UTSIDE OF A COFFER DAM IS NOT PERMITTED . E. �11LL ENTIRE WIDTH OF PATH FOR 1 1 /2 " �vERLAY, GRADE SX . � THE INTENDED INSTALLATION AREAS FQR CLARITY. COORDINATE THIS TaWN APPfOVAL OF ASPHALT REPAIR WILL BE REQUIRED DURING CONSTRUCTION . INSTALLATION WITH OTHER SITE WORK T0 AVOID CONFLICTS . CONTRACTOR MUST . STAKE LOCATIONS OF EACH COMPONENT TO BE CONSTRUCTED 1NCLUDING PIPELINE�, � FOR APPROVAL BY OiNNER ' S REPRESENTATIVE PRIOR TO CONSTRUCTiON . - �� � � z � xm � x� . � p* � �:��9 CALL UTILITY NOTIFICATI � N . , : CENTER CJF COLORADQ , � �� ° �".,� ' . � � „ ry � � � � a o �. � - sao - � 2 � - 1 � � 7 N � � . ����rn � M �� k _. . �������,�� � � � ._. , � � �� . � �. . _ CALL � 2-BUSINESS DAYS IN ADVANCE� /♦� BEFORE YOU DIG , GRADE, fJR EXCAVATE, � � . . . . . . . . . . . . . . . � � fy � �`"§ .�'i � � i� !w _" .. :.::.s , t .. .t; ,.. , � ♦ • � � a.�� �� �� � ��� i�� �a �� , u,� _. . r :,,:. ,. .� FOR THE MARKING OF UNDERGROUND � w . MEMBER UTILITIES. o � �, ; � . . . . � � � . � . . . . � . � . .. � � Y . ' . ' . . � . . . .. . _� . . . . . . � . . . . � . .. � . . � . � � . �'��'� �` � �� er � � � LEGEN D �� �....�t� `��. � ,� � � ° � ;, � mm � ' EXISTING 6 " IRRIGATION MAINLINE, APPROXIMATE LOCATION �` `� " °D �� `�-._ �`'�, . . BASED ON AS - BUILT DRAWINGS DATED SEPT 17 , 2003 ��"`'� ..�-�-�""�� �'t °w 0° ° z 2 w �� w._,. .._._.__,�._...��._ ";' r.� `� j .�--�.� ���� f � z U O `��' E X I S T I N G Q U I C K C O U P L E R , A P P R O X I M A T E L O C A T I O N B A S E D `��. �?�.. , � v� Q w > � ON AS - BUILT DRAWINGS DATED SEPT 17 , 2003 w c� = w '�.� '"1�h;, �." F �` o o c� � ~ F:�'�, � `'` - EXISTING SLEEVE UNDER SIDEWALK , APPROXIMATE LOCATION �,.�.�,� �.,. 4 Jf�,� ,� � BASED ON AS - BUILT DRAWINGS DATED SEPT 17 , 2003 . � � r �-�.,, -,.� ,� ��°�'°'' � � � ��.�� -. . 4.� , � � V -,�.. . . - �°Yi ' � " � � NEW SLEEVE UNDER SIDEWALK / PATH ��., `� a "-„�'� �'�� ��t� '�`�. � 1 � ��°° .�� a��.�a -,_�<_�.., ��"A�IA�-c {��y, p N■ ■ . . . � . . y y��y� . �'a y� i, j . . . . � . �.J� Y aE PROPOSED NEW ELECTRICAL METER AND CONNECTI4N � .���`~`~.-. �""`�,. �,. � ' .�`� �° ��.._ . y� � .. 4. � ,� - � � ��'. ,�f� .,, �.,� j�`` - j CORNER OF TRANSFO MER PAD - � r� � � .� �� �''` �w ; � FLAG N ��' ES �.. � � �, ELEVATI � N = 7976 . 24 ' ❑ � "`-~------�---�- �= `� �` `��� � � ( US E FO R S ITE B �N CH MARK ) O� AP P R 0 X I M AT E LO CATI O N 0 F EX I ST I N G E L ECTR I CAL M ET E R � ����._ `�"' �"� ��Y� �-- -�--�- --- ------� -�-�- --�-- ----�-_ --.-.._ _._._ ,�.__ ��`~�� �. ,�j '`� � �. FO R 3 P HAS E, 480V POWER SU P PLY. CONTRACTO R , HOLY '�``.._��. ��y��Y � ��' � `+�f �'� �` .°�µ ��-�``,�;, �. �---- ------ - _;�-�., �._ _._.._ ____ �' z `°-��_. �., �` � � ���" fi � � � ti, , --�--- "...._. o �"� C ROSS EN ERGY, AN D OWN ER TO I NVESTI GATE EXI STI N G --... �.,.` �, � .� ' i `�-Y--_ __-_.. .�,�.� _._._. .�...� _�... �.` _..�.' _�___. ..�.° �._.' `...M.- _--�-- �--_ ._--- -----_ -�-�--- -- ----- _---_ ..�._..:_ :_._.:.... � � / / j y` .... E � i� � �1 ���"^s d � � . . �- � CONDITIONS AND DETERMINE APPROPRIATE PRIMARY POWER �-�-�.� 1 � �; �� � �.,,, � j ._..��� �� ��� 0 CONNECTION . ALL POWER CONNECTIONS MUST CONFORM TO � � f�'`` �.,�� r .,�� T i � I-' 0 � HOLY CROSS ENERGY STANDARDS AND SPECIFICATIONS . ����..,_,__ �; r � : / # ;� � MINIMUM SERVICE SIZE REQUIRED IS 60 AMP . � �=�- �'��wM �� V�'��� "� � �.,, �� �``�..,� ' N � � � `�, P01 NT � � �. � ~ � � ' � � CONNECTION INTO :y`�`�. �'` �� � �'` � CI� � LOCATE EXISTING POTABLE WATER BACKFLOW PREVENTER ���`��°°� °�� ~�``='��. ._ �.w,---�--�'�"��"��� -_ ,�F �' � .� � E X ! STI N G I R I GAT I I �.,� �,.._.. �___ _._.�....�.�_ .- �,.� ----�_.. �___�.. ! f � Z �.._. N E A R R E S T R O O M B U I L D I N G . A N D D I S C O N N E C T A S S H O W N I N -�,. � � ,, ` 4 , � 6 C O P P E R T H W N l N 1 " � `� DE7A1 �S . ,�.. �� SYSTEM REF TO ;��, �, � ~� �°,�'` � c '� ' -�-� T P - 7 �`,�. �,,� `�,� P V G C O N D U I T f � U G �� '� �. aETAIL SH �`,.....,� �'� � �� � ,� U} W W �... �_.._�___.__�._ . 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CLAMP TO CONCRETE WET WELL. � . , a , r � � � ` � O ` — FOOT SQUARE ACCESS HATCN . PRQVIDE GRADE RINGS AS (f3 W 5 FEQIIIRED � � 4 1 — iNCH DIAMETER 3 NP SUBMERSIBLE JOCKEY/ PRESSURE � ; o o � NAINTENANCE PUMP MOTOR . RATED FOR 30 GPM AT 100 PSI , WlTH � �y � . : " COLUMN PIPE. W LL �5 f — INCH D . I . INTAKE PIPE FROM DIVERSION HEADWALL. � �— �— PLAN VI EVI/ �C � ' �fi �— INCH DIAMETER 25 HP SUBMERSIBLE PUMP MOTOR . RATED FOR W � �50 GPM AT 100 PSI , WITH 6 " COLUMN PIPE. � � � � 5 ' SQUARE HATCN FINISH GRADE/ O P' OTOR SHR4UD . (TYPICAL) . RCIUTE PC?WER WIRE TO MOTOR UNDER � � Q ON FLAT TOP TOP OF MULCH EOTTOM OF SHROUD . „ � `,UBMERSIBLE PUMP WET END . TYPICA� W � � 72 � , ( } � : t:_ Z _ � FINISH GRAD� � � ( HECK VALVE AT PUMP DISGHARGE . (TYPICAL) � � I � 7963 . 41 ' . � 10 :TEEL DROP PIPE . TYPICAL W � • a � � 6 ,�� : -. . , � ' ( ) . 14" � Q � 21 FLAT TOP � � � � 12 — INCH FLANGED PUMP HEAD WITH 6 — INCH DISCHARGE PIPE AND � � � � ' �. O �UNCTION BOX F4R CABLE . BOLT TO 1 � -- INCH FLANGE ON CASING . 24 PICAL � � � - � � ) �„�,� \�' ' � A • 22 E— INCH FLANGED STEEL PIPE T4 PUMP STATION CONTROL/FILTER 14 + . �. ,' � 36 " 12 �SSEMBLY. TRANSITION T4 DUCTILE IRON OUTSIDE OF WET WELL. 2 RISER RING 11 � � �� 13 vBMERSIBLE PUMP MOTOR CABLE. {TY'PICAL) . - — • . 17 . ' - � '� • . 10 . 14 JJNCTION BOX . (TYPICAL) . 18 •� . 5 . 36 " 15 �ONDUIT TO PUMP STATIDN CONTROLS IN PUMP STATION RISER RING CONTROL/ FILTER ASSEMBLY. (IYPICAL} g : � �.'� LOW WATERt7957 . 68 ' a - LEVEL 16 VATER LEVEL SENSORS . (TYPICAL} ' :.� • (ADJUST PROBES - '° � IN FIELD ) 17 1z — INCH DiAMETER STEEL WELL CASINGp 0 . 25 — INGH WALL 1-IICKNESS . ANCHOR TO WET WELL FL(JOR WITH STAINLESS STEEL � ' " , 8 E4SE AND BOLTS . PROVIDE STABIUZATION STRAPS AT TOP . 5 . . . � . . � . , � - 18 � FOOT SECTION OF 12 — INCH DIAMETER WiRE WRAPPED WELL 7 : � :� 16 ._,., REEN WITH 0 . 25 -- INCH � PENINGS , MINIMUM OPEN AREA 7 . 9 54 „ � UARE FEET. , � U `` `� � � . � M 6 a� ' 4 BAS E � � �° �� ' 19 I�ANHOLE STEPS EVERY 1 ' AT LOCATIC} N SHQWN `° N � 13 . �' '� . ^ � "� c o � L � � � . .. �. . I � � ff � G . 4' 'o � 20 FANGED X MJ � N DUCTILE IR � N TRANSiTlQN FITTING � � � Nv . � � � � � BASE UNIT WITH — 6 " --►I � _ , . '� . 21 F MP IS TI VA TYP � �N � > � ° C ON C R E T E B O T T O M ° 6 � B O�f-f O M O F � J O L A O N L V E ( I C A L) � �, w L � 0 ' a � � - � � - ' � � :. ' � � � �•� � '. '. � � ' ' � : : � � • � 4 : � �. . :.d . - : '- ' � „ WET WELLf7951 . 24' � � � ° o � � : � ' 4 ��� � � ' . ° ' � �. ' w a• ' .• �. � .t • ' • . . � � ' �� .. i � � 4 �� � 8 V14TER LEVEL CONTROL PROBES . 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OR l ENT FI LT_' R I N ENCLOSU RE �f0 ALLOW �NOR MAavMAI NTENAN CE �� ����\��\\������\\�`\��\\��\`��``��\\� �����jl������`�f\ . � \�\���\��\�\���\�\ ���, �"`�\.����.!���� I WITHO UT R EMOVAL OF FI LTER FROM EN C L4S U RE . � /� � �/ ��/���/��,�/���/��`���/���/���/���/���/��,/ ���Cl�,\��' ,�`�,`��` �� �a_�__ ���������j����������� �•,/���,�''�/\ r'��/��/t�/��/�` ��`/��/��/��/��/��/�� ��r't`'`i'`��/��/�� �/��/��'��/��/����/��/��/��/��/��/��/�. ��/��/�%'��'/`' �`���i�'�i�� `�i��,���i`�`�i��i��i�� ��i��i��i��i��i��i`��i� ���`i,�,�i,���.� . f�!���'���� ���'��i��r��i��i��i.�ii��i�ii��i�ii��i�i% % , � 19 �`f���i�� ,�//`;�`/��\`/�\,�� ��� .�..���i\�i\�i��r�� 5 o � z � E S GTIQN VIEW . �� � � � � � � � � � � ONSTRUCTIC� N NqTES � � � � � � � � EQUIPMENT LIST � � • - � � � � ' � � � v = � (� LOCKABLE , WEATHER RESISTANT, PAINTED STEEL PUMP � � N ' 1 . REFER TO IRRIGATION PUMP SYSTEM FOR ADDITIONAL TECHNICAL REQUIREMENTS . `�-�' ENCLOSURE . DIMENSIONS AS SHOWN 11 PUMP CONTROL PANEL 21 6 – INCH STEEL PIPE ^ � ^ � � � � � 2 . THESE DRAWINGS AND DETAILS REPRESENT A TYPICAL SKID MOUNTEO PUMP STATION VITH THE Q 4 – INCH STEEL PIPE 12 VAF� IABLE FREQUENCY � RIVE 22 3 – INCH FLANGED PVC 90' EL � � �, Na; f ' � � o � REQUIRED COMPONENTS AND CLEARANCES . ALTERNATE LAYOUTS MAY BE PROPOSED PfOVIDING 3� 6 -- iNCH MJxMJ 90° EL WITH MEGALUGS 13 6 – INCH THICK CONCRETE PAD , EXTEND 6 INCHES 23 PIPE SUPPORT, SPACED AS NEEDED . s" � � 00 `` ; THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR COORDINATION AND REDESiGN OF PIPING , BEYQND EDGE OF EN �OSURE . � '� _ > � � � CONCRETE PAD , AND BUILDING . �4 4 x 6 R E Q U G E R 2 4 6 – I N C H S T E E L R E I N F O R C E D C O N C R E T E M O U N T I N G P A D � o � o ° ° � � � � a � 14 EXHAUST FAN ( 1 OF �) . WlTH # 5 REBAR 12 INCHES O . C . BOTH DIRECTIONS . • — � � o � N 3 . F U R N I S H S H O P D R A W I N G S F O R A P P R O V A L P R I O R T O C O N S T R U C T I O N . S H O P D R A W I N G S M U S T �5 6 – I N C H C L 2 0 � P V C M A I N L I N E P I P E � ;, ,� o �o � SHOW LOCATION OF PUMP , VALVES , PIPING , FITTINGS , AND DISTANCES TO PUMP ENC �GSURE 15 PRESSURE GAUGE AND TRANSDUCER 25 1 " CONDUIT AND POWER WIRES � � � � � � ;: WALLS . �6 6 – lNCH D . I . PIPE FROM SUBMERSIBLE PUMPS o co � o �- W � � ,� � � 16 FLOW SENSOR � -� o � o �7 3 – INCH CL2 � 0 PVC FILTER BACKWASH PIPE � = ° � �° ° 4 . IT IS THE CONTRACTOR ' S RESPONSIBILITY TO PROVIDE ALL NECESSARY PlPING AND FITINGS , 17 WINTERIZATiON CONNECfION : 2 " THREAD – O – LET WITH AND ALL OTHER EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF PUMP STATI (� N . �8 4 – INCH 1SOLATION VALVE BRONZE BALL VALVE, 'HREADED STEEL NIPPLE , AND � � � 5 . INSTALL ALL REQUIRED SLEEVES IN CONCRETE PAD . 9 TEKLE N CAP . � Q a E AUTOMATIC FILTER : BELL 4 ( RATED FOR 340 ��$ qDJUST ALlGNMENT OF PIPES INTO AND OUT 4F PUMP � PM ) `�-'' STATION TO FIT FIELD � 4NDITIONS . 6 . INSTALL MJ X MJ D . I . ELBOWS WITH MEGALUGS BELOW GRADE FOR EACH PIPE EXITINC THE 10 DISCQNNECT SWITCH CONNECT TO 480V. THREE � PUMP STATION ENCLOSURE : FILTER BACKWASH PIPE AND IRRIGATION PIPES . � 19 CONDUlT FROM PUMP .. PHASE PQWER PROVIDED BY OTHERS . VERIFY POWER � SOURCE PRIOR TO CONSTRUCTION . 20 6 – INCH DEPTH GRAVEI OvER UNEXCAVATED ; SUBGRADE OR 95 � C ( MPACTED SUBGRADE � b; : . � �a � �$ �� , k � ', . � . . . � . . . . . . . . . . . . � . . . h s kx� .. . � � � . . ', . . � � . � � . . � . . . , . .. , . . % h .t .a . . . � \ � � . FILTER AND C4NTR4L . . � { ti � ; � . � u � N , : � ' '.. � s ,w ;,. . � i � , � N � ; . 1 � ; ENCLOSURE _ V � � � , . , 1 : 16 � .. ,�n � wx x. _ �. ., �. � � W w � , . �— w ; . < � . � � � . � . . � � . � � � . � . � . (t .. $ '� 4 . . . . . I.�. � �T. f � , K . � . w , . , ,, _ . . . . { , , .. � � 9 26 � � 2� Q � o . � c� . m °° m , . . � �'�, 22 o m o z �'� w `:' 15 � � v � _ 15 cn ¢ W > 24 w � w 0 � U � 25 . . : . . � .. . . . • .. _ � 4 . . . � . .�� •a t r "'� . 4 •., , `""/ : � � � � 11 , � . � �� , 21 ��^ v , : . d: . � � � � � . � . . _ Q O O O 4 . .. : � � . . � . A � � � A � o0 00 � .° . 6 � 6 �` 4 � I„� - o � � a � g � . �. - :. .. 3 EQUIPMENT LIST 0 ' � a � N � . I- ' � - a - ' , . � 6 - FT DIAMETER WET WELL WITH 12 ' _ 4 „ TOTAL HEIGHT. FIELD _ � VERIFY DEPTH AND D ( MENSIONS PRIOR TO STARTING WORK . z � � 5 PROVIDE 4- INCH PVG SLEEVE AR4UND WATER LEVEL CONTROL � �,,,� W � � PROBES . CLAMP TO GONCRETE WET WELL. (f� W I-" p ; 5 - FOOT SQUARE ACCESS HATCH , PROVI.�� GRADE RINGS AS O� � � O REQUIRED Q � � � � - PLAN VI EW (�, 4 - INCH DIAMETER 3 HP SUBMERSIBLE JOCKEY/ PRESSURE (� `-' MAINTENANCE PUMP , MOTOR , AND DISCHARGE PIPE RATED FOR a- �- 30 GPM AT 115 PSI , WITH 3 " COLUMN PIPE ( NOT SHOWN IN � � SECTION VIEW FOR CLARITY) . Q � � W � 1 � - INCH D . I . INTAKE PIPE FROM DIVERSION HEADWALL. � , 0 �'— �- 5 ' S ON FLAT TOF FINISH GRAQE/ � 6 - INCH DIAMETER 20 HP SUBMERSIBLE PUMP MOTOR . (TYPICAL � � � TOP OF MULCH Q 1 OF 2 ) . RATED FOR 175 GPM AT 115 PSI EACH , WITH 4 " W � � COLUMN PIPE. > n/ _ LL � 72 " • MOTOR SHROUD (TYPICAL� . ROUTE POWER WIRE TO MOTOR � � � � UNDER BOTTOM OF SHRQUD . � � � � � FINISH GRADE 8190 . 36 ' V..� � , � . , � ; SUBMERSIBLE PUMP , WET END . (TYPICAL} � � . . , • � 4 ,> ��' FLAT TOP � CHECK VALVE AT PUMP DISeHARGE . (TYPICAL) C,.J � � 21 O TYPICAL � � "" �O � �• . 22 � STEEL DROP PIPE. ( ) W ` � / ,. ' : 2 O 12 - INCH FLANGED PUMP HEAD WITH 4- INCH DISCHARGE PIPE 14 , . '_ , • 36 �� AND JUNCTION BOX FOR CABLE . BOLT T4 12 - INCH FLANGE ON 11 - � RISER RING CASING . (TYPICAL) � 4 17 � � 6 - INCH FLANGED STEEL PIPE TO PUMP STATION CONTROL/ FILTER ASSEMBLY. TRANSITION TO DUCTILE IRON OUTSIDE OF WET WELL. 10 . '� - 5 Q SUBMERSIBLE PUMP MOTOR CABLE . (TYPICAL) ' LOW WATER t8185 . 0 ' : � 6 ,} LEVEL � JUNCTION BOX . (TYPiCA�} g : (ADJUST PROBES ' � � RISER RING IN FIELD) � CONDUIT TO PUMP STATION CONTROLS IN PUMP STATION � , . , - ;' , CONTROL/ FILTER ASSEMBLY. (TYPICAL) i . . . , .. - ; O WATER LEVEL SENSORS . (TYPICAL) � � . � � � " 5 � $ � �p 12 - INCH DIAMETER STEEL WELL CASIN � , Q . 25 - INCH WALL � t� � g ,'. � � .'; TNICKNESS . ANCHOR TO WET WELL FLOOR WITH STAINLESS STEEL , � BOLTS . PROVIDE STABILIZAI"ION STRAPS AT TOP . . �, ; �+ � � �� � . t : s. � V 7 „ �g 5 — FOOT SECTION OF 12 — INCH DIAMETER WIRE WRAPPED WELL � � � � : O O � � N . � � 6 54 SCREEN WITH 0 . 25 - INCH OPENINGS . MI �IIMUM OPEN AREA = 7 . 9 � ; 6 4. .A BASE SQUARE FEET. �, � o ; 13 . '' •: : • 7 �, � �, ,�, a; , : . , � � C N O MANHOLE STEPS EVERY 1 ' AT LOCATION. SHOWN • � � � � � W � C r 4' 'p: 18 , : m � „ � BASE UNIT WITH 6 " � _ ', ' 0 FLANGED X PUSH ON DUCTILE IRQN TRANSIT( ON FITTING Q,� o � o o � ; , . . . . . . : . . . . � � i L � O ' CONCRETE BOTTOM ° . . . �� � BOTTOM OF , • — � : o ° N ; � � - - • � • . :. ; . . .� . - .,. : . - . ; - , : : . • ..� 4 , � : - : �e� : � : � � : f► WET WELL t8178 . 19 � PUMP ISOLATION VALVE . (TYPICAL) T � o " � ; � � � � .. p . • • - d . . p � . . •� � • . . -� � ' . • • ' � • , � • � U � tn s- O C � � ' i . ' � ' , • ' ♦ . d • � '. : . • . ' . id . . ,�• ' G ,a�. � _ � r; �� � � � � � � � � � � � WATER LEVEL CONTRQL PROBES . ROUTE CQNTROL WIRE T0 PUMP � �° _ ° �-' � �%��%�����%��%��%'� ��%��%�����%������������������ O STATIO N C4NTR0 L PAN EL I N 2 - I NC H CON DU IT. W � -�v o � o 23 ..�\.�\��\.��.�\,.���\.�\.�\��\.�\��\,��\��\��\��\�� CCf = � � �° o � UNEXCAVATED SUBGRADE OR 95 � CQMPACTED SUBGRADE . � ' � .� SEC� � VN VI E V V O LINK SEAL OR E4UAL Q O DRAIN VALVE ON DISCHARGE PIPE FOR WINTERIZATION . NOTES : � 6 — INCH D . I . PIPE TO ENCLOSURE 1 . 1NSTALL PRE — CAST R [ INFORCED CONCRETE MANHOLE . � 2 . INSTALL LINK SEAL, A�ODEL AS REQUIRED , FOR ALL WALL PENETRATIONS . ; � . . . . . . � � . . . . . . , ,., :a, <, m o� e a.arn � . � . . . . . . � � . . . . . . . � �P d� � 4��� F,�ra� . . . . . . . � . . . •. u s .. .. . ... . . . . . . . . . . . . . � . � . ,� .� � . . . . . . . . , . . . . . . � . . . � . . . . . � . � . . , . � a . . . � � . . . . . � . . . . . . . . . . . � . � � . . , . li , ti x h` O . . . . . . . � . . . � . . v� mA k � y , � . , ;. ' . . � . .. � . . . . . . . . . . . . . . . . . . . . � � . . ., r .. . . . . , , _ . � n . . .. a � , . o . , . � � PUMP AND WET WELL 0 1 wwx _ _ � °; � � 1 : 20 . . . W w w.. . ,}. . e � , � _ , _ . . . _ Y ... � .. _ Q = ; � o � � . , . , __. . . , : � Q � p � �- m j- . m . . m � m p � W Z C' � U � (n Q W j W � = W � � U � ' � V � � � V � , � - Q � . � I , V � � o f � 06 " � I� 94 " � � Q N ` fi 14 15 25 � 16 14 17 8 "� 10 � r � v 1 I I v '� � � ZF- � . , a . _ . • .. � � a e . � � � � � . ° . . . � f • ' �< • • 4 . e v � .. v4, ' 4� ° 6 �}. 9 � U °' � 14 � W � • 7 � � � � � ° • � . a a , � � . . 22 � '� ' � — — - - - - - - - � � � � 16 17 a � � • III — _ LL �,/ � 4 ' d: I I o III _ . - - - — � ,._ �► „ IL 52 „ 40 20 � ° : � 40 „ ° W � �. ' �" 7 54 " � ' Q � 5 �' � � . . ' 4 . . . . // . . d • 2 . 2 •p• Q 4 � � ; ',�• 10 'j . 2 23 � � . . a . . 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ORI ENT FI UER i N ENC LOS U R E TO ALLOW N 0 R MAL MAl NTENAN CE �/r/'��/�l/'�f/��/�� �\�����`����\��\�����������\�e\'���`�\�\��\'�����'t� WITHOUT F� MOVAL OF FILTER FROM ENCLOSURE. �.�����'��'/��� �\ �� �,��� �� �\ �\ �� �� �� �� �� ��' �� �� �� �� � }� �� �} �.� i� ii� ii� ii�,� ii� ii� ii� ii� ii� ii� i,�,. �'i� �'i� ii� ii,, ii� ii�,. ��`���� ��� ��� ��� ��� ��� `�� �����` ��� ��� ��� ��` �'�` ��� �`�` �,�� ���` �,�� ��� �,�`�� ,� // /j /,/ // // // // / // // // // // // // /j /,,i . /i, /i,.�`i, ,/������„/���,/��/��/��/��/�,/�/�/�/�/��/��/��/� /� , � , /�/'i.�fi//�;/��- /\ ,�� .�\ .\� �\,\\/\ /\ i� �� �� y SE TI N VIEW � � C � NSTRUCTION NOTES EQUiPMENT LIST t,� � � � � � 1 . REFER TO IRRIGATION PUMP SYSTEM FOR ADDITIONA TECHNI A R IR � LOCKAB �E , WEATHER RESISTANT, PA( NTED STEEL 11 PUMP C4NTROL P,4NEL 21 6 — IN � H T PIPE � N , L C L EQU EMENTS . � PUMP ENCLUSURE . DIMENSIONS AS SHOWN � � S EEL � o � � � � � � 2 . THESE DRAWINGS AND DETAILS REPRESENT A TYPICAL SKID MOUNTED PUMP STATION WI'H THE ? 4 — INCH STEEL PIPE 12 VARIABLE FREQUENCY DRIVE 22 3 — INCH FLANGED PVC 90° EL � � � '" � � . � � � � � REQUIRED COMPONENTS AND CLEARANCES . ALTERNATE LAYOUTS MAY BE PROP � SED PRNIDING �3 6 - 1NCH MJxMJ 90° EL INITH MEGALUGS 13 6 -- INCH THICK C0 �} CRETE PAC EXTEND 6 INCHES 23 PIPE SUPPORT SPACED AS NEEDED 4� .� � � THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR COORDINATION AND REDESIGN OF ' IPING , N Q = � �, W � a � C O N C R E T E P A D , A N D B U I L D I N G . O 4x 6 R E D U C E R B E Y O D E D G E O F E N C L O S U R E o �, o L � Q14 24 6 — INGH STEEL REINFORCED CONCRETE MOUNTING � � � � o � E X H A U S T F A N ( 1 O F 2 ) P A D W I T H 5 R E B A R 1 2 I N C H E S O . C . B O T H ' � N � ° " N �, u. � - ,-. � . FURNISH SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTfON . SHOP DRAWIN �S NUST �5 6 - INCH CL200 PVC MAINLINE PIPE # �n L o � � S H 4 W L O C A T I O N O F P U M P , V A L V E S , P I P I N G , F I T f I N G S , A N D D I S T A N C E S T O P U M P E N C L O q.1 R E 1 5 P R E S S U R E G A U G E A N D T R A N S ) U C E R DIRECTIONS . � o � = •ov WALLS . �6, 6 - INCH PVG PIPE FROM SUBMERSIBLE PUMPS 25 1 Yq. " CONDUIT AND POWER WIRES . W � a o � o 16 FLOW SENS � R = � � �° � � , 7 _ � , 4� . IT IS THE CONTRACTOR S RESPONSIBILITY TO PROVIDE ALL NECESSARY PIPING AND FITT'IdGS , a 3 INGH PVC FI �TER BACKWASH PIPE 17 � AND ALL OTHER EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF PUMP STATIOf�. � WINTERIZATION CONNECTION : �' THREAD - O - LET, BALL � 8 4 - INCH ISOLATION VALVE VALVE THREADED ST � O , EEL NIPP_E , AND CAP . Q 5 . INSTALL ALL REQU { RED SLEEVES IN CONCRETE PAD . ADJUST ALIGNMENT OF PIPES INTO AND OUT OF PUMP � TEK �EEN AUT� MATIC FILTER : BELL 4 - L ( RATED FOR � $ 400 GPM STATIQN TO FIT FIELD CQNDITDNS . 6 . INSTALL MJ X MJ D . I . ELBOWS WITH MEGALUGS BELOW GRADE FOR EACH PIPE EXITING fHE } 19 CONDUIT FROM PllMPS ' PUMP STATION ENCLOSURE . FILTER BACKWASH PIPE AND IRRIGATION PIPES . 10 DlSCONNECT SWITCH , CONNECT TO 48 �V. THREE � ' a , PHASE POWER PROVIDED BY OTHERS . VERIFY 20 6 - 1NCH DEPTH G �AVEL OVER UNEXCAVATED SUBGRADE ' : POWER SOURCE PRIOR TO CONSTRUCTION . OR 9 �% COMPACTED SUBGRA[E ; � = � � 5y < k -< _ � . . . � . � . . . . . . . m t � , ex. x . .o. un § 4 w �SL.cv . . , . . � � . . . . � . . . . - . ' ? C . . . . � . � . . . ' . . . . . . � . . . . .. . F , ,i . . . . s� � O � . . . . . . . . . . . n ne . � ` , . . . . ; . . � � � N � � � F I LTE R AN D C � NTR4L � �. , ENCLOSURE , : , 6 � _ W W . . . ..� . ,� . _ u. _ . � � , ,� � � w, �� Mx � � .,. _ � Q = � � .. : . . _ _ w _ . ,.� . o . � � (n - ---- �.� .:., . .., — -- — .� �_ _ �._� .�. � �..M.. ,.. __ . _..,, ,, � _ _ _ ---..__ _ _____ _ _ ._..__ .___ __ __ .-.,°`^" . . . � � . . ...-.. ' . . . . � . � . . . . � . � . . . . ij . . . . . � � . . . . . . . . S . . . . . . � � . � � � � . � � � . � � � � L � � . � � . � . . � � � . � . . `• • ( � � . . . . . � . � � . . � � . . . " W � . � LID UNDISTURBED SOIL m . . m � o m o z FINISH GRADE ����.���`� COMPACTED SOIL � Z Y o � �1 // �/� !//�� �, Q w - � ���.� �l� THRUST BLOCK , SEE DETAIL. w � = w j��//��//��//��/��/�� �/ ��/��/��/��/ I N S T A L L A T I O N I N R (? U G H i NS T A L L A T I O N i N �/ �� � � � o o c.� � �\j�\��\��\���\�i\\ �\�j ��\�i�\���\��\��� CUT STREET AN D O PEN EX ISTI NG PATH � � � � �,,/,, / . �j�\/� FIELD SEE ASPHALT � / � � � 6 " D . I . MJxMJ HARCO DUCTILE IRON PUS - ON � NEW PATH REPAIR NOTES � SURFACE VERTICAL SAW CUT i . �. . � � II ' . . . � a I EXISTING ASPHALT � ° . ' • . � � e ° . � � - �. > . ° � ° ° � �/ � SURFACE ° � CAST IRON VALVE BOX : . : , . . o . . . � SEE STANDARD DETAIL -� � �-� � �� I ��,-,!� I I I � � � I (-11 - . . . .. .. . .; . , . . EXISTiNG BASE � ° Q: . , �° . � � � a ° ~ - , Ilf , ,-i I � .�_� . . . ., .: � � . I1=1I _ COURSE Q _ f3 . 5 ' SHORE, BRACE , ( III o 111-' SLOPE AS REQUIRED 0 � QR SHEET II -� . � �- BY OSHA OR BY � W � �s,. TRENCH AS i U � GOVERNING AGENGY. Z COMPACTEd � DUCTILE IRON M .J . N E C ESSARY FOR W suiTAa� E TH E SAFETY AN D O � ISOLAT( ON GATE VALVE : 2 " S Q U A R E O P E R A T I O N N U T: t�r� gacKFi� � E X I S T I N G 6 " . C L 2 0 � P V C - � RESILIANT SEATED GATE OPEN COUNTER CLOCKWISE PROTECTION OF i � i IRR1GATi0N MAINLINE � , VALVE CONFORMING TO THE WORKMEN • � � � • ~ Q � COPPER TRACER WIRE AWWA C - 509 AND OTHER � �;��, 4 ►i� � ('V e� UTI LITI ES - � I { I . • ..T . . - � . � BEDDING AND � CI� - :: . �, • .: • , I � ��) I ( �� .:.. ' :.. . ' ' .:: � .�`�; _ COMPACTION AS z PVC MAINLINE �_ . ' ' -� �`'- - - � L� : - �. SPECIFIED . INSTAL.L � � � I i i ;' �; � . - : PIPE BEDDING 6 � . ',::; •... ..: ' INCHES AB4VE AND � � � :.: ., � : � yt. �� �it � • � • � � ° -•�---CONCRETE THRUST BLO � K �� ' ' ' BELOW THE PIPE AS ♦ .� 1� � + :� . - • •�� �,• � � a � a ° SEE STANDARD DETAIL PIPE MINIMUM MAXIMUM ' . _,::•.. • �`: � _ I I � CO SHOWN . . DIAMETER WlDTH WIDTH � .� '_":'_•:- • •. : I1=1II . III� � SECONDARY WATER 4 i - s 2 - 0 � � � i � � ii iii-� � # 5 REBAR TW0 BARS WRAPPED � �► C.L � , DISTRIBUTION PIPE OVER VALVE AND SECURED BY 6 � i�_6�� 2 �_ ��� WIDTH SEE NEW 6 PVC � CONCRETE BLOCK $ N !_ „ ,_ „ TABLE BELOW IRRIGATION MAINLINE �•L� Q_ Z � 8 z 2 FROM PUMP STATION ENCLOSURE �-- a•P � NOTES . �o° 2' - 0° 2 � - 6 " Q I.�L.� �+` ; ' � 1 . NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL i2° 2 ' - 0° 2 � - s» � W ; MATCHLINE SIZE. NOTES : � �'' ` 2 . FURNISH RESILIENT WEDGE GATE VALVE WITH 1 . DRAIN EXISTING 6 " PVC MAINLINE PIPE PRIOR TO CONNECTION . �/ � � MECHANICAL JOINT ENDS . FURNISH OPERATOR WITH A 2 . COMPACT SOIL gEHIND THRUST BLOCK T4 95 % STANDARD PROCTOR DENSITY SQUARE NUT. AND MINIMIZE DISTAN � E BETWEEN THRUST BLOCK AND UNDISTURBED SOIL. W '� a- 3 . WRAP ISOIATION VALVES WITH 8 MIL POLY AND TAR 3 . SIZES SHOWN ARE FOR DONOVAN PARK . ADJUST SIZES FOR F4RD PARK AS ` COAT � ALL T- BOLTS , NUTS AND RODS BEFORE WRAPPING . NECESSARY BASED ON EXISTING IRRIGATION MAINLINE SIZES , INSTALL MJxMJ / � � REDUCERS TYLER UNION OR EQUAL TQ REDUCE PIPE SIZE PRIOR TO � CONNECTION WHE E NECESSARY . � � � W � J � I S O LAT: 14N GATE VALVE P C� i � � 2 IPE TRENCH TYPIGAL TEE THRUST BLOCK 3 �C �t 4 N.T.S. N .T.S . N .T. S . � � � ; 36 " CAST IRON MANHOLE _ ,� AND LID COVER WITH urv�is-ru BE� soi� � ., � � � ` VENTED LID MARKED � �• � :,. � . : . µ. � " NON - POTABLE WATER " � `� � � 6 „ LENGTH , FLG X FLG FINISH GRADE � B�T , � 6 " PIPE SPOOL f ` ` ���-•'� (WELD HANDLE TO PIPE �`��\�i\������� . � ` ' � \�\\\\�/������ F O R R E M O V A L) 6 " MIN . � 3 6 " P R E C A S T „� � � '�� - . . CONCRETE � � ' MANHOLE RINGS - . 6 ,� PIPE ( 1 OF 2 ) � � 6 „ FLANGE x FLANGE ; PIPE SPOOL THRUST BLOCK >URFACE AREA (SF} AGAINST UNDISTURBED SOtL (X x Y)= (SF) 6 " FLANGE ( 1 OF 2) , „ �"--- 6 PIPE ( 1 OF 2 ) FIT?ING 11 1 /4° 22 1 /2° 45° BEND 90° BEND TEE C?R THROUGH PIPE SPOOL ° • `�'- 6 " FLANGE ( 1 OF 2 � SIZE � ND(SF) BEND(SF) (SF� (SF) DEAD END(SF) 24 " V � �' 3" 0 . 6 1 . 1 2 . 1 3 . 9 2 .8 � � M ' „ o0 0 0 0 3 " DEPTH OF 1 " - 2 " � �3Gbo aoS � N ' 3. 0000000�0 ���� o � n WASHED GRAVEL �� � � ^ $poppg�ppc�p . p - PVC 4 0 .9 1 .8 3 .5 6 .4 4.5 � � o � fl oo�°�°o�oo � . � a� rn � � • S� � ° o � 6 ,� IN F ; o - • o 0000O°oo�°go ° . • ' • fi" 2 .0 3.8 7. 5 13.8 9. 8 _ � �o � ' B � D LANGE ( 1 , • � � . '��%��%��'i��� . � ° CONCRETE FOOTER � � � ' �/��/��/��/�/� ' % „ „ „ � -�' � ; � � ; 4F 2 ) WITH 6 " LENGTH \//�j/�j/�j/�j/�\//�t//�\//,���\//�j/�j/�j/�j 12 X 9 X 36 6" 2 .3 4 .4 8. 6 15 .7 17 . 1 0 � o � `° , O F S T E E L S P A C E R \�\,�\\���./��./��-/��/� �/\ ,/�\,�����\�� L O N G T Y P I C A L � � � � o � � WELDED BETWEEN • - � � o N FLANGES 95% STABLE C4MPACTED DI 8 4 .0 7. 8 15.3 28.0 19. 9 �, � o � o � n � � � � �. � o -,�. � c °? � = rn om � o � SUBGRADE W � � � � � 6 „ PIPE ( 1 OF 2 ) 10" 6. 1 11 .9 23.4 42 .8 30 .4 �, .� o .� o 6 " FLANGE 1 OF 2 NOTES : � L � o0 o s ('i� �_ � � �. a � � 1 . FURNISH TWO SPOOL PIECES , ONE WITH THROUGH PIPE , ONE WITH BLlND �- , FLANGES T0 BE INTERCHANGED BEWEEN THE NON - POTABLE PUMP NOTES : � ' BLIND FLANGE SPOOL STATION DISCHARGE PIPE AND THE POTABLE CONNECTION . 1 . DRAIN EXISTVG 6 " PVC MAINLINE PIPE PRI � R TO CONNECTION . � 2 . FOR DONOVAN PARK : INSTALL TWO CONCRETE MANHOLE SECTIONS : 1 2 . COMPACT SCIL BEHIND THRUST BLOCK TO 95 � STANDARD PROCTOR DENSITY IMMEDIATELY DOWNSTREAM OF POT�BLE BACKFLOW PREVENTER ON 6 " AND MINIMIZ DISTANCE BETWEEN THRUST BL4GK AND UNDISTURBED SO ( L. PVC MAINLINE AND 1 DOWNSTREAM OF NEW RAW WATER PUMP SYSTEM . 3 . � IZES SHOWJ ARE FOR DONOVAN PARK . ADJUST SIZES FOR FORD PARK AS LOCATE MANHOLES IN FIELD Wf OVNER ' S REPRESENTATIVE . �dECESSARY 3ASED ON EXISTING IRRIGATION MAINLINE SIZES . INSTALL MJxMJ 3 . FOR FORD PARK : INSTALL A SINGLE CONCRETE MANHOLE SECTION REDUCERS {"YLER/ UNION OR EQUAL) TO REDUGE PIPE SIZE PRIOR TO � ONNECTI � N WHERE NECESSARY. ' � � k DOWNSTREAM OF RAW WATER PUMF SYSTEM . LOCATE IN FIELD WITH ` � : � .�°� yrt OWNER ' S REPRESENTATIVE . REFER b DETAIL, SHEET P - 9 , FOR PHYSICAL DISCONNECTS AT EXISTING BACKFLCW PREVENTERS . � �� h-�� 4 . PROVIDE AND INSTALL MANHOLE CNER RATED FOR TRAFFIC LOADS AND � b *� � � � Fk �r _ ., �� o N � MARKED " NON - POTABLE WATER " OF APPROVED EQUAL. � P �TA � LE B�eCK- UP THRUST BLC) CK s 4 � - � _ N :.� . . � � � � SPt7 � L PIE � E . r 2 DETAIL . � . _ � �. �t _ . _ °° � N .T. S . . N .T. S . � , , � . . t-- � . � , � . � � �� � � � w w � ,r�. , � .. w Q = o � : -- __ _- - - - ---- ___- :� � ; � . . T . . . . . . . . . . . . � . . . . . . � � � � � b . . � � . � ' . . � � ,.. . � � � . . . . . . . . . . . . � . � � . . � . � . � . � � . � . � . . . . � . . . . . � . , . . . . . . . . . . . . � . . . � � . . . . . . . . . . . . � � � . � � � � . . i. . • . - B �_ _ � �C � p ; >-- pp m 1-- 42 " m . . . � � � o m o z w W � I . . �a z Z � 0 � 12 " CONCRETE HEADWALL � � v � . � . . � . � . � � . r g' .. � . . �� ,! � � �, . . . � Q . W \ � . I 4 . 1 „ DIAMETER BOLTS 48 W � z W ' � � � U � : . a -----�-- 6 CONCRETE WALLS (TYP . ) ,� ; � � A GALVANIZED STEEL TRASH GRATE 18 " � � • � � $ ,, � - � REFER TO DETAIL, SHEET P - 9 � DIVERSlON HEADWAL� STRUCTURE NOTES: � 1 `- - - = -' 1 . STAKE, VERIFYp AND COORDINATE LOCATION OF DIVERSION STRUCTURE IN THE FIELD WlTH OWNER ' S REPRESENTATIVE PRIOR TO CONSTRUCTION . � 36 ' � ' � 9 �y � WEEP HOLE �— 44 " 2 . ANCHOR D . I . INTAKE PIPE TO FORM AND CAST IJ CONCRETE . �/ ,� 1� � : 5 (TYP . 1 OF 3 ) 3 . FURNISH SHOP DRAWINGS FOR APPROVAL PRIO � TO CONSTRUCTION AND INSTALLATION . � • 4 . INSTALL DIVERSI4N STRUCTURE WITH Q . I . PIPE F_OW LINE BELOW CREEK FLOW LiNE AS SHOWN IN DETAIL. � d � n � � ° ' � o RIP RAP , EXTEND SIDE � WALL SECTION 5 . BACKFlLL THE EXCAVATED AREA IN 6�— INCH LIFT� . COMPACT TO 95 � . v � Q 6 . INSTALL INTAKE PIPE W/ 1 � ' SLO !' E FROM WET VELL TO CREEK . — °��aOP��a�° 24 WCHES EITHER SIDE 7 . STEEL TROWEL FINISH ALL CQNCRETE SURFACES TROWEL ROCKS BELOW FINISHED SM04TH SURFACES AND ROUND ALL CORNERS . � ~ OF DIVERSION STRUCTURE � W B--'-- - -� AND 24 INCHES INTO CREEK , � 8 . INSTALL KE� JOINT WHERE VERTICAL WALL MEETi FLOOR SLAB , AND TIE TC� GETHER WITH REBAR . PLAN VIEW 12 - INCH DEPTH ELEV= f7959 . 9�- � � 9 . GROUT AND SEAL ALL CONCRETE JOINTS . SEAL �LL EXTERIOR WALL AND BASE SLAB JOINTS WITH GREENSTREAK BASE SEAL MODEL 925 z � # 5 REBAR , 12 - INCH O . C . I- WATERSTOP OR EQUAL. - �� ELEV- t7960 . 43 IN BOTH DIRECTIONS �» � ,� �- 10 . LAP REBAR AS NEEDED . LAP BAR LENGTH EQUA.S 48 BAR DIAMETERS . � �''� � TOP OF HEADWALL � TOP OF BANK � ` ' 11 . CONCRETE Ct3NSTRUCTION SHALL CONFORM TO �C1 315 , �-- Q , _ � ATTACH TRASH GRATE . � _ � FINISH GRADE EXPOSED/VISIBLE 12 . EMBED 1 - INCH BQLTS AND SLEEVES ` 4 INCHES INTO CONCRETE WALLS . � � EL. - f7959 . 94 TO CONCRETE WITH � �� :d' i �_ _ CONCRETE SHALL 13 . GALVANIZE STEEL GRATE AND HINGES AFTER FAERICATION . � N Q _ 1 - I N C H B O L T S 5 B E C O V E R E D I N 14 , STONE FOR RIP RAP SHALL BE SOUND AND DU �ABLE , FREE FROM SEAMS AND COATINGS , AND OF SUCH CHARACTERISTICS THAT IT �' � 6 " 6 " � � A ROCK FACADE WILL NOT DISINTEGRATE WHEN SUBJECTED TO TNE ACTION OF WATER . STONE SHALL BE OF SHAPES WHICH WILL FORM A STABLE � TO BLEND IN WITH � WATER SURFACE �� � � ' SURROUNDING PROTECTION STRUCTURE � F THE REQUIRED DEP'H . ROUNDED BOULDERS OR COBBLES SHALL NOT BE USED ON SLOPES STEEPER THAN z � � � 3 ►' . � � . . ' 42 „ : - � 4 � ROCKS/ BOULDERS 2 TO 1 UNLESS GROUTED . ANGULAR SHAPES MeY BE USED ON ANY SLOPE , FLAT OR NEEDLE SHAPES WILL NOT BE ACCEPTABLE G� � n� 6 6 CREEK _ g �� Ia a 24 " - � 2 " WATERSTOP UNLESS THE THICKNESS QF THE PIECE IS MORE THAN 1 /3 THE LENGTH . MATCH RIP RAP T4 EXISTING ROCKS ON BANK AND IN (� W t�L �� � ELEV— f7957 . 93 ' CREEK . O . . . - - -- - - - — � - - - — FLOW LINE - - - - - - � I . „ PIPE ,�t � - �--- ° -�� - - � - .,-�'�- � � ' � ' 15 . ALL EXPOSEQ , VIS1BLE CONCRETE MIJST BE COV' RED IN A NATURAL ROCK FACADE T0 BLEND iN WITH EXISTING SURROUNDINGS . � � ELEV = f7957 . 68 ' - - - - - - - - - r- �� TO WET WELL "�,,� � , ,� , i• 9 � � � � % i i ROCKS CAN BE SECURELY FASTENED TO CONCf�TE A�f'ER STRUCTURE IS POURED OR ROCKS CAN BE FORMED IN WITH STRUCTURE . , � 10 " -° � 5 ° b° � �} �� -a < .. ELEV= � 7956 . 93 ' 16 . ENTIRE STRUCTURE WITH ROCK FACADE MUST B : PRE- CAST. SUBMIT SAMPLES OF ROCK FAGADE FOR REVIEW PRIOR TO CONSTRUCTION . � �/ � O . � 6 a I; . , � 2 ,> � a O 1 - INCH DIA. . Q . �� � ` � O �O �� 0 , � . . �. . . CONCRETE COLIAR � � JO oo� o � PVC SLEEVE . , . 24 AROUND PIPE: � �--�' � � c�C,J FOR WEEP HOLE . - i� APPLY BOND � c� c� �o �, , � . --� 6 I-- Q � C� � a O O O ( 1 OF 3) � BREAI� ER BETWEEN � ,� „ � ELEV= f7956 . 51 ' � � ( CONCRETE AND PIPE W 6 " FI LLET -�-'{ 12 " � � S ECTI 0 N A — A F�ooR � 'c� Q ELEV= f7956 . 43 ' 44 " . W 0— � � � ' SECTION B - B -- � � � ' � � � �� � � DC� NC�VAN PARK �� DIVE �RSI � N � HEADWALL � � �� �� � �� 1 W A N D T RAS H RAC K , : 2o J � � C� i � Q' Q � � �� � . W > 0 � ; 8 -.�- - -� (-- -`-- 42 " ' , . I �� � ° � - 12 " CONCRETE HEADWALL , 48 » . � 1 " DIAMETER BOLTS ; • < .. - 6 " CONCRETE WALLS (TYP . ) � � a = � ` A GALVANIZED STEEL TRASH GRATE � 8 " � „ ' �— REFER TO DETAIL, SHEET P - 9 , I 118 I � I_ �� j- _ J 36 , . � . —'I 9„ �- ' WEEP HOLE � 44 '� „ � 5 (TYP . 1 OF 3 ) � . WELD (TYP . ) � o � . o � � -�o RIP RAP , EXTEND SIDE WALL S _ CTION � ����P�� p - 24 INCHES EITHER SIDE 3 " 29 " � J OF DIVERSION STRUCTURE B�"`'" - AND 24 INCHES 1NT0 CREEK , ELEV— t8187 . 14 ' . : =. TOP OF WAL� 12 — INCH DEPTH — � t. U v � � ELEV- f8187 . � 5 P LAN VI EW # 5 R E B A R , 1 2 - I N C H O . C . �- 1 " STEEL PIPE : • :: � � N ;; IN BOTH DIRECTIONS , ,, i - 18 " WALL = N TOP OF BANK ATTACH TRASH GRATE 1 . � FINISH GRADE . ; : � � � � EXPOSED/V( S1BLE .. � .� � � a; . EL. = f8187 . 14 ' TO CONCRETE WITH • - °' ' � I i � CONCRETE SHALL . 625 " .. `� � N ' - 1 - INCH BOLTS 5 � . BE COVERED ( N � _ - � � � . .. ' s= � � ° � i .6 �� 6 " � � A ROCK FACADE 2 " . 25 " WELD FABRICAI= D HI �1GE TO „ - N .� � � � � � , 0 WATER SURFACE �. I � ' q.2 �° Ta BLENQ IN WITH � 25y} TRASH GRAT: FRAME 4 � o � o � � . „ SURROUNDING (2 PLACES } , � � � o � N • � = 3 : - � 4 � ROCKS/BOULDERS FABRICATE TRASH RACK -� . . ,, . � � N � � „ ' „ :� �, CREEK � � � � a >, � . � a 12 WATERSTOP / 6 18 . 6 = f � � � 24 �� 1 " SCH 40 ST[ EL PIPE WITH 1 2 - INCH SMOOTH � �' � � � ; v� L 'o � ° ; - - - - - - - ' - — — — FLOW_LINE - - T- - - - ELEV 8 85 . 25 — — — — _ _ — _� _ _ _ 10 " D . I . PIPE FABRlCATED HINGE STEEL BARS , 3 INCHES �( -° � M � �' ' ELEV= t8185 . 0 . i^ � � I � � o � o � � „ . O . C . WELDED TO STEEL � � r g I � � q � � TO WET WELL SCALE . N .T, S . R CTANGULAR F A � � ° � '� ° ` �. .� � » ,p � 5 �� 4 �a 1 " , •v . ., ELEV= t8184 . 25 ' E R ME . � ; � � d � � � . ' 12 !' � � � c� a `� , Oc� O � O 1 — INCH DiA. - . . ° . . . �. . . t CONCRETE COLI�IR �C O O � o c� c-� PVC SLEEVE . . , 24 AROUND PIPE : NO?'ES : � a �C�� FOR WEEP HOLE i � " APPLY BON � c� c�� 1 �, , ;� � � . --� 6 (-- D 1 . GALVANIZE �TEEL GRATE AND HINGES AF7ER FABRICATION . � O O CJ Q ( 1 � F 3) ` . � 10 " � BREAKER BETWEEN ELEV= f8183 . 83 I CONCRETE AND PIPE 6 " FILLET --� "1 � 2 �� � SECTION A -- A FLOOR 44 " � 0 � .) ELEV= f8183 . 75 ' , � x �.;; � : � � � � o � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � SECTION B - B � � � � � � . , � � � . � �� � �' , . � . . . � � . � . � . . � � � . � . � . . , . . . a =._ � . . . � � �. � � � � � � � � � � � � � � � � � � � � �� � � F4RD PARK � DIVERSICJN � � HEADWALL � � � � �� � � �� � � � � � � TRASH �� RA� K DETAIL � � � � �- � �� � � 2 � . 3 � . AND �TRASH � RACK� ��� � � � � � � � �� � � � � � � � � � � � � � . � u � : � � � . � . . 1 : 20 �� � � � � � N .T. S. . „ � . W w :� . b � . . � , � w - , � Q = • o tn '� ; � . F ,. � ,�_ � . ; . . . � . . . . . . . . . . . . . � . � . � . . . . . . . . . . . . . � � � . � . . . [ . � . � . � . . � . . . . � . . . . . � . . . . � � � . � � . . . . . . . � . . . � . . . � . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . �r . . � . . . . . . . . . . . � . . � � . � . . . � � . . f . �,� . � . . . . . � � � . . . . . . . . . . . .. . . . . J � _ _ 4 � p ?— m j.� a m . . OD EXISTING TYPICqL Q m c'ri ,�,� BACKFLOW PREVENTION DEVICE : 2 — INCH SIZ E z °w o �;� '�� � � U � rf �\� (/) Q W > -��� �'`� .� ; EXISTING CREEK BANK (CONCEPTUAL GRADING SHOWN , o o � � ; ,�r----- _--_� ��,, ���"� , %.�� REFER TO SITE PLANS FOR GRADING ) � � -'.� { �� /� ��`�,_._ _�` f� , - --.----�� `-�_-� � � - ��--,�, -- C x M COPPE � ADAPTER ( 1 OF 2 ) � � � � �_ �._.�.-,�'�� ADJUSTABLE PIPE SUPPORT � '� �'� ���/�� NORMAL WATER SURFACE ELEVATION (� 4 � � � — COPPER UNI01� ( 1 OF 2 } �\�����\� (VARIES BY SITE} — ; �_ � �� � � 8 " ���'�1���\. � � � ;, �-- � F ' �' TYPE K CQPPER PIPE THREADED SPOOL PIECE TYPICAL %�\�/�\ �� �\ � J ` NEW COPPER PIPE SECTIO � � � ' { � \�\� � ::f .���':: .:=� -. :�::: � : ' - GRANULAR gENT� NITE "' . -� ( LENGTH AS REQUIRED ) . ��► : '. -; - .. : : - - . , CI� /������ � �� � � : ' :� � �-:� :.=. � .°• 3 LENGTH BETWEEN CUT- OFF WALL AND � � — ���/��/� � �:�:- ::- : :: .:�: �::-� - .. :.:. � 6 „ CREEK BANK , 12 " ALL AROUND PIPE} �.- 0 COPPER UNION ( 2 OF 2 ) W �/ �� �/ . . `.: :?: �;;��' �.: . z � �,��%��%, . ` � - -� = . 4�� ;� . a0�-y � : . : . �.: . .. � 6 " THICK �ONCRETE ' . r ' � � .+ � �` ' � :^ ... .. `,1 °' CREEK FLOVVLINE _ � � � � 12 Q �� �� .: % - � � �. . � � ' : : . : --'�— FINISH GRADE CUT- OFF WALL � I! � �///\� �' ° � ' � �' r �� � a - . ::._. - � �--- EXISTING CONCRETE PAD AROUND EACH PIPE 3 � � ��\//� (� � ~ � EXISTING PVC PIPE COPPER FEMAIE ADAPTER ( 1 OF 2 ) � RIP RAP : TYPE M , z � SCH 40 PVC MALE ADAPTER ( 1 OF 2 ) D = 12 " BELOW BACKWASH PIPE � 50 Q t 1 nd/ �___w _.:.�._.v_._ _.�, MATCH EXISTING STONES/ BOULDERS . `"'� �-�- �,. f�?-�-- EXISTING 2 - IN ; H PVC MAINLINE � W :.� _�_.___ _ ( ( �, � NOTES : Q 1 . APP �Y GRANULAR BENTONITE PER MANUFACTURER ' S RECOMMENDATIONS t'� � � AROUND SL� PE FENETRATION COVERING A MINIMUM AREA � F 3 FEET � � _ LONG AND 12 " AlL AROUND PIPE . � �/ (� 2 . EXTEND BACKWASi PfPE 6 - INCHES FROM EDGE OF CREEK PENETRATION . 3 . INSTALL 10 - FOOT WIDE X 10 - FOOT LONG AR �A OF RIP RAP W 0- � NOTES : 12 INCHES DEEP AT FILTER BACKWASH PIPE DISCHARGE , TO MATCH � � 1 . FURNISH ONE FABRICATED COPPER SP00 � PlECE TO OWNER �OR EACH EXISTING STONES IN CREEK . COMPACT AROUND PIPE PENETRATION TO 'Q � BACKFLOW PREVENTER ASSEMBLY BEING DISCONNECTED FROM SYSTEM . 90 � SPD . (,� � » 4 . COORDlNATE EXACT LOCATiON AND ELEVATION OF PIPE WITH � 2 . INSTALL COPPER PLUG ON 2 UNION C4NNECTED TO EXISTING PIPE TO CREATE 5 . OWNER ' � REPRES :NTATIVE. � � A PHYSICAL DISCONNECT. �/ ,� � �..�..� � � ` � � � _ � � Q F4RD PARK P �TABLE WATER F I LTE R BACKWAS H D I � AR E Q � SC -1 G 1 2 W � BACK- U P N .T. S . . -J � N .T.S . f � � � j_ ' � Q � l.l,.� � � � FILTER AND CONTROL FILTER AND CONTROL ENCLOSURE HOUSING FILTER , ENCLOSURE HOUSING FILTER , � CHECK VALVE , ISOLATION CHECK VALVE, ISOLATION --�--� VALVE AND CONTROLS VALVE AND CONTRaLS ( 8 ' Xfi ' X5 ' ) ( 8 ' X6 ' X5 ' ) DISCHARGE TO IRRIGATION SYSTEM ; , f PRECAST WET WELL, PROPOSED GRADE r.>, 72 " DIA. , TOP DiSCHARGE TO EXISTING GRADE � y « � ELEV. = 7963 . 5 ' IRRIGATION SYSTEM TOP OF DlVERSI � N HEADWALL � TOP OF DIVERSION HEADWALL PROPOSED � RADE ELEV. = 8187 . 14 ' � III � p ELEV. = 7959 . 94 ' , , � ,,-- '�=)�� �; f � ; IN ( I; I ( � MOUNTING PAD ° DIVERSION EXIST G GRADE � - � � � �� � ��- ( �'' � i ELEV. = 8 � 03 . 5 ' HEADWALL WITH I ( � D I V E R S I O N /.- — � I I- �' i � • � HEADWALL WiTH ,,-- = I ( , I � � � TRASH RACK �, _ � � - MOUNTING PAD TRASH RACK � I I (_� � ' .� � � � ELEV. = 7970 � / — ' � � � il;. I � �- ' � � i U � , _ I � � �' � � � � � rn � °i N GORE CREEK � � ' — GQRE CREEK ,� PRECAST WET WELL, ., � � ; 72 DIA, TOP � � ` . . . . � . . ' � �� . � L Q . . . � . . . . . � � � � � � � � . : � BOTi'OM ELEV. = 7959 ' - BO1�OM ELEV, = 8185 ' }, ELEV. = 8194 ' . � � � � � ` —SUBMERSIBL, VFD � � � � CONTROLLEC PUMPS � °' °' °' °° � m u� -L � � ISOLATION VA VE SUBMERSIBLE , VFD � o � o o °' I S O L A T I O N V A L V E � » � C O N T R O L L E D P U M P S . — � � o ° N AND VALVE BOX A N D V A L V E B Q X 7 2 � � � o " � WET WELL BOTf� M WET VELL BOTTOM _ >�. .; � �n L o � ,°� o co � o � ELEV. = 7951 . 5 ' WETLAND E �EV. = 8178 ' W � � M � c � BOUNDARY � � v o '� o � 's= C o0 0 .c r = �0 �Y li � � � � , NOTESe 'Q NOTES : 1 . SEGTIC} N VIEW BASED ON SURVE" DATA PROVIDED BY ALPINE ENGINEERING . 1 . SECTION VIEW BASED ON SURVEY DATA PROVIDED BY ALPINE ENGINEEZING . 2 . SECTION VIEW IS PROVIDED FOR ADDITIONAL INFORMATION , REFER TO SITE 2 . SECTION VIEW IS PROVIDED FOR ADDITlONAL INFORMATION , REFER TO � ITE PLANS FOR EXACT LQCATIONS 0 � EACH COMPONENT. PLANS FOR EXACT LOCATIONS OF EACH COMPONENT. 3 . D0 NOT PLAGE ANY FlLL MATERAL WITHIN WETLAND BOUNDARY, AS REQUIRED BY THE AfZMY CORPS OF ENGINEERS NATION WIDE PERMIT . 4. EXPOSED CONCRETE WET WEL� 4N WETLAND SIDE ONLY. '� ,� , � a.w i , . . . �n . . . � . . . . . � . � � . . . � . � . ..:v s s � .. . < . . . � 5 . ., _., . , . . �i.. F . r o . . \ : . . N � ; DONOVAN CR� SS SECTI4N FORQ GRCJSS SE �TIC� N ��� . , . � N � 3 � � � . . N . �. .A � ,� . . �� . . � . . .. ') »� $�� . . . � � � 1f > � . . � . . � � � rfi � � $ ,..'3 «� . . W . . 1 _ HO �:.J �� o � . _. � �. &. , ,. ., w �, � � r . 4_ . . .,�. �� y�.. Q = , o � ; _ � _ ,, . . . . . . . . . . .,i ...� �. :I. ': t . . ` F ' . . .: . .� �.. . 1[ ' . �... �... . ' .� : � . �. . . � � . . . . . � . . . . �. . . � . .' . . .. . . .. . . . . . . ` : TH 1 4 CORNER NQR l ' _ ' : _ N T R80W SECTIQ 8 5S . > _ . _� s _ 8 +. . 2 SURVEYOR S � ; �.��a�2 0 SP T AI : N (! L DATE OF SURVEY: NOVEMBER 19 20 4 � i, , Q A , t.J� 2. BASIS OF BEARINGS. BEA INGS REFER T0 STATE P N OR INATE RA N _ ,� T'c ' R LA E CQ D S G0�0 DO CE TRAL 24NE . � , . . . . �9 6� ; 6'^� M P I Y W 4 T^ ORE S EC FICALL S00 32 35 583. 4 BETWEEN A BLM BRASS ' CAP MONUMENT ' MARKING THE � ' ��../ / { , . . . , .. . . . . . . . . ! p _ . . . � . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . . . . . . . . . . . . � . \ � V . . NORTH 1 4 GORNER ' OF SECTION 8 TSS R80W OF THE 6TH P.M : AN A - FOUN 8 REBAR TH . ' , > D D 5 WI � � 6' � � » _ ' , dL . .- A R D PLASTIC GAP STAM D LS24128 MARKING THE NORTH ST RN R F TH N 6' E PE WE CO E 0 E WRE A , . : a CON OMINI M PR J CT: D U 0E . � , � • ti . VATI NS AR BASED ON HARN CONTRO POINT PRA ATI N = 7 . 0 3 ELE 0 E L S DD�E ELEV 0 828 . 82 NAVD 88 � � } _ �. . . . . . . . . . . . . . . . . . . . . � � � . . . � . . . . . ' . . � . . . . . � - . � . ' �� . � . . � . . . � . . . . - . � .. . � � . . � � . . . . . � . . . . . . . � : . . . . � . . . . . � � . . . . � .. . � . . . � . � . . . . . , _ � PR 0 4. THI R Y WAS PR PAR D WITH UT TH N FIT F A RR NT Tl R P RT TH R F R _ S SU VE E E 0 E BE E 0 CU E TLE E 0 AND 0 E E E 4r E � / I c� LOC / ' DO S` NOT NECESSARILY INDiCATE ALL ENCUM RANCES ON TH PR P RTY. E B E 0 E r � � . , . TH MAP WA P PAR F R TH SP IFt P RP F P T1N ' T 1 . s� as.o 5 IS S RE ED 0 E EC C U OSE 0 DE IG G A OPOGRAPH C SURVEY PERFORMED � CHM FOR OCAII N AN DESIGN OF A POINT OF DIVERSION FROM GOR CR K . A N ARY SURVEY WAS ' NOT -cP nr . L 0 D E EE BOU D , � � 10 IKE N ♦ IN A A ` PART F THIS SUR Y. . . CLUDED S 0 VE o� .s2 . �.+� e , , �'�f 0 [ � ' \ � I . . . . � . .. . . . . . . . . . . � . ., . � . . . . . . . . � . . . � � . � . . . . � � . .. . . . . � r . � � . � . i . . . . . . . . . . . . . . . . . . . . . . � � � . � . .� . . . . . . . . . . . . . . . . '�. . . . . . . . . . . . . . . . . . � 4.1 � � . . . . . . . . . . . . . . . . . _ . . . . . . . �� �6.0 �.. .. � .. � , . . . . .. . . . . . . . . � . . � � . � . . � � . .. . � . . .. . � .. . . � . . � .. � . ' . . . � . � �.. . . � � . . . ... .. . , - . . . ' � .. � . . . . . . � � � .. . . . . . . . . . . . . � . . . . . . . . . . . � . . . , � . . . . . . . . X . . . . . . . � . . . . � .. . . . � . . . . . . . � . . . � � . . . � ' . . . . . � . .� . � . . � � . � � � � . . . � . . � � . . .. . . � � . . � . � . � . . � . . � � .. � . . . . . . . . � . . . . . . � . � � . � . . . . . . . . . � . . . . . . . . . . . .. . . . . . . . . � . . . . . ... .. , .. � . . . � � . , . � . . � . . . . . . . . . � .. . . . . . . . . � . . . . . $� $4.7 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . � . . Q . �"�..� . . . . . . . . . � . � . . . . . . . � . . . . . . � . . . � . . . . . . � . , . . . . . � . . . . . . . . � . . . . � � � . . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . , . . . � � . . . . . . . . . k � . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . .. . . � . . . . � � . / , � . � . � 5 0 l , � ti - ti l P ,4 . . � , � , ; � , - CP � , , , � � ` / . � ,/ , � , $, �. �, . �, 0 � � G SURVEYOR C 11 CATE : � S ER FI � � 9 � P O � , ` Ca i bano B. S i ener a Re istered Professional Land Surve or m the State af Colorada � 'C�` P9 9 Y > . , , � do hereb cert�f _ that this Surve is true and accurate to the - best of m knowled e Y Y Y Y 9 , . , , , , , information and ` belief and `tha# said surve is in accordance with o lic le st n ords , , Y PP ab a d _ X . . . . . . . ; 8185.0' at the time of the surve . This certificate is not a uarant or warrant either � , � Y 9 Y Y , . g� ss.o" ex ressed or im lied. ; P P � �..;"�'G:S.. > � � . . . . . T . . . hR . � . . . . . . .. . . . . . . . � . . .. . .. � . . . . . � . . . . . . . � . . . . . . � � . . . � � � . � � � . . . - . . � � . . � . . . . . . . . . . . [/y� ^ ��A � . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . � . . . . . . . . . . . � . � . . � . . . . . . . . . . . . .-. V N � . . . � . . . . .. . . . � . ' . . . . . . . , . . . . . . . � . . . . �. . � � . � . . . . . . . . .. . . ' . � �/�■ . . . . . . . . . . . . � � . � . � '�. . . a 1 � . . . . . . . . . . . � t . . . � M�' . , . . . . . 4 . . . . . . . . . . . . . . . . 2 . . . . . .. . f . . . . . . . . . . . S . . . . . . . . . � . . . . �. . . . . . . . . . . . . � . . . . . . . . . . . . . , � 1� t .ao � R 8 99 �. � , � a • f . . . . � . � ..: ss a . . . . . . . . . . . . . . . . . . , . , . . . . . . . .. � � . . � . . . . . � � . . . � . . . . . . . . . .�o $ . p . A . . � � . . . . . . . . . . � . . . . . . . . . . . . . . . . . .. . . . . . , . . . . . . . . . . . . . . . . � . . � . . . 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THI R Y WA PR PAR ' WITN T TH T , S SU VE S E ED OU E BENEFI OF a CURRENT 11TLE R PORT AN TH R F R E 0 E E 0 E � E DOES NOT NECESSARILY INDICATE ALL ENCUMBRANC S ON TH PROP RTY � lpC ` ; E E E . � � . U � , 5. THIS MAP WAS PR PARED FOR TH P CIFI P P F I � E E S E C UR OSE 0 DEP CTING A TOPOGRAPHIG SURVEY- P R ORM a es.o E F ED . . 1'E ,,�p CHM FOR LOCA11 N ' AN D SIGN OF A INT F I I CP AY ' . 0 D E PO 0 D VERS ON FR�M GORE CR EK. A BOUNDARY �URVEY WAS NO E T . �6`" � INC UD A A PART THI R Y. ' , 10 IKE N i L ED S 0 S SU VE F , , , ; o� .s2 , _ o , � - � .. . sias.o : , ' X . , � 8184.7 FO . . . . . . . . . . . . , . . . . . . . . _ . . . . .. . . . . . .. . . . . . . . . . . k . . . . . � . . . . . . . . : . . . . � , � . . . ;���.. . . . . . . . . . . . . . � . . � ! . . . . ... . . . . . . .. . . . . . . . . . . .. � �� ��� . . . . . . . . . . _. . . . . 5 . . . . 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S i ener a Re �stered ProfessionaL Land Surv r in the f I r � C� e State o Co o ado � ,\Q' P 9 9 Y� , . , . a, r if ' hi do hereb ce t that t s Surve is true and accurate to the be t f m kn wl s o o ed e Y Y Y - Y 9 , . . , _ , inf rrr� i n n li f n i , o at o a d be e a d that sa d surve �s in occordance with a [icabie stond rd , a s Y PP x im h rv , . : . ' . n ' stss.o' ' aE the t e of t e su e This certificate is nof `a uaro t or - warrant eith r � e Y 9 Y Y � • • . I x res ed or im �ed. e s s�ss.o P P ¢ . . . , . , , _ ' ` M . � , � P , . . . . � 4 . . . . . . . . . . . . . . . � . .. . . . . ' ,� . . . 4 � � � � : 8 Z . . . . . . . . � _ �a . . . . . . . � � . . . . . . . . . I RIM 8199.40 . . . . , � e s .f . . . . . . . . . . . . . . . . . . . . . • . . . . m . . . . . . . . . . . . . . . . . ' � .. . � . . . . . . . . . . . . . . . . . . . . . . . � . , . . . . . . . . v m . . . . . . . . . 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