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HomeMy WebLinkAbout2013 - Atasacadero Lake PLANS FOR THE ATASCADERO LAKE • SACRAMENTO Z O SAN FRANCISC w SED11VIENT REIVIO 'VAL PROJECT . MONTEREY INEER m _s ATASCADERO V3 SAN LUIS OBISPO u- 0. BID Non 2014 008 . • LOS ANGELES ��1SIJ3�1 SAN DIEGO w •A LEGEND VICINITY MAP . . NO SCALE y FIRE HYDRANT WATER VALVE (D ® WATER METER Q1 W BLUE PAINT-EVIDENCE OF UG WATER LINE ® GAS METER �•i� GV 0 GAS VALVE ® , G YELLOW PAINT,EVIDENCE OF UG GAS LINE P ❑ PHONE PEDESTAL 0 PHONE BOX FOUNDED \NCORPORATEd ~{ V J © PHONE MANHOLE *Q7 P ORANGE PAINT,EVIDENCE OF UG PHONE LINE i [T7 TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL L TION MA P TV TV BOX TV ORANGE PAINT,EVIDENCE OF UG TV LINE Ni T S. HANDICAP RAMP STORM DRAIN MANHOLE DROP INLET (S� SEWER MANHOLE f CQ SEWER CLEANOUT O w � �� pNTARA G W —°— SIGN BENCH MARK SA AND G �� VE ti OC X�c LAMP POST ® ELECTRIC BOX J WALL STATE OF C WOOD FENCE SAN CLEMEN7E „� ,�<r c o �' �✓ 0 CONTROL POINT , ��� m rn a ,,� MONUMENT D �n ���rr F � �N C�; V op W W U) ,�fi V J W W �' 19s� O� GP 0��� O J GENER4 L NOTES z 0 ~ C� 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT"UNDERGROUND ° �- � G� y��� m w `� w SERVICE ALERT U.S.A."TOLL FREE AT 1 -800-227�-2600 FORTY EIGHT (48)HOURS SHEET DESCRIPTION a'r ' �' 0 _ PRIOR TO START OF CONSTRUCTION,FOR LOCATION OF POWER,TELEPHONE,OIL AND V COVER SHEET y2 o NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR SHALL ALSO CONTACT THE 'CO ' E S �"` co "o ° QP APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER,SEWER,DRAINAGE C/ EXCA VA TION PLN APpRTp �� �A ��N� DATE: . MEQ UNDERGROUND FACILITIES C2' DISPOSAL LOCAITON AV DISPOSAL �i� 'xA � °�,� P 9/3/2013 r 2. THE CONTRACTOR SHALL POSSESS A CLASS"A"LICENSE AT THE TIME THE CONTRACT a A,SMQ °j DESIGNED BY: IS AWARDED DMA °� r, � DMA DRAWN BY: 3.CLEAN AND SEAL COAT ALL EXISTING AC DIKES 4.REPLACE ALL MANHOLE LIDS REMOVED.SEE SHEET C9 DETAIL S-9 FOR NEW LID -- oLD SAN TA CHECKED BY. SPECIFICATIONS RosA DMA T CA TION FILE NO./LOCATION: 4.CONTRACTOR SHALL RECOVER ALL MANHOLE LIDS AND DEPOSIT THEM IN THE CITY PROJEC tiT,\Capital Projects\Current CORPORATION YARD 8006 GABARDA Capital ProjectslPaving Projects\Lake View Scale: 8005 OARBADA ROAD SOIL STOCKPILE LOCATION NOT SHOWN. �q N.T.S. SEE SHEET 2 SHEET NO. Cov SHEET 1 OF 3 a_.. .m.� .�_..�� .n..Tn_. .a.mAm.M.w .A.ary�.�.m..�.. .�...m. ...._n. ....�. II 12 1 G �"�"� C25 � �,�, ' TO 22'+5Q 4" NOTE: l' 12"T 775 ff SOIL CANNOT BE STOCKPILED,PUSHED INTO PILES,OR •' WINDROWED IN THE LAKE BED. THE LAKE BED IS FROM THE = Cie s. „ ` TOP OF BANK TO THE BOTTOM OF THE I-AKE. REMOVAL CAN SCALE 1:60 04 �,� ONLY BE ACCOMPLISHED BY SCOOP AND LIFT METHODS. LAKEACCESS ANDSTAGING MR`EA �'-,;q p i , �' -}r nl $ O<r ,w TYPICAL MACHINERY INCLUDES PULL BEHIND SCRAPER, Q 15 30 45 60 120 18 , 06"CW SCRAPER,EXCAVATOR OR FRONT LOADER. ONLY INCIDENTAL �. �. fib OW �- ► �� `' FALL BACK IS ALLOWED. CONTRACTOR SMALL PROVIDE THE ,,� C ~� 4CW ��T f TYPE OF EQUIPMENT TO BE USED TO THE CITY ENGINEER FOR •"�"" ° �° ss APPROVAL PRIOR TO THE START OF WORK. r . 6" 7, u, ^ �= 7f7 r " C1 a .e^a a `J r� r wErtow04" TR �.Fa T26 S ,'` ° t.,` e E ACCESS POINTml t t. r `Q ""F a C • x C28 04" CW g ' or z � A , 1 , 2 , d r 424" • 14"PI ' 05 CW T27 G E ' LIMIT OF SEDIMENT REMOVALev ; •• 3.„ $ „ r s THE LIMIT OF SEDIMENT REMOVAL MAY t A� F4T BE ADJUSTED IN TH EFIELD BASED ON � cap � �,, ;, • C26 G�� E SATURATION OF UNDERLY{ ' '+ EER TH NG SO # 14.I PI � � # t� d r� t, se wo P LD r t 1 C� R LOCATE C CONDUIT TO SHALE SHORELINE -a = O � P IOR T ONSTRUCTION. REPLACE FOUNTAIN NI C IT AFTER SEDIMENT REMOVAL IS FlD. .r aO� Z m ia� (' • q l� - a ”PI • � a - t n , 16"TR 4 �� m 60"Wo c3fl 28"WO ,' ` 12 TR ~!_ •. ., -'" '-_- ^�—REL E F NTAIN,REI TALL v „ AFTE CONSTRUCTION � ���` ,,,, qtr " •!. � � ..�.` LIMIT OF SEDIMENT REMOVAL - WHITE SHALE/DARKER SEDIMENT LINE 19" CW TYP . ,� 1211 R � SS GROUND SURFACE TO SI_i LY COVE H SEDIMENT. 12 LAKE FILL LINE PIPE AP ROXIMATE LO TION IS ABOVE ° r d < G T RE WIT SE CONTRACTOR TO LOCATE RIOR TO CO STRUCTION.PIPE °` .+1► - a0 t MAS 111;"TEMPORARIL MOVED TO ACCOMODATE SE I ENT a'. d � �.,, ♦,. .. W „ 12ii-�-� R OVAL. CONTACTOR TO NSTALL PIPE AND RECONN { t SEPARATED EC D SEPARA E SECTIONS Vial FaLt#G5 PIPE SHALL BEA CHORE WITH 18"XV'X6"CONCRETE BLOC S ON EITHER SIDE OF AND • A CONNECTED TO THE PIPE WITH S INLESS STEEL RO AND SS WI ` ROPE CLIPS,ANCHORS SHALL BE INS LLED EVERY 50 l ET. E. • . ggq```^qqq5 4 i d T29 m _'J � B LIMIT OF SEDIMENT REMOVAL 18"T �....{ " R ;fir C'; , I "TYPICAL REMOVAL DEPTH=W ` f LIMIT OF VEGETATION _ REMOVAL , VEGETATION s y Ll TOF OVAL © t 0. 12"TR. �► �, _ = 1. f 4 • Qb I`'`l. r-J 1�.. ~'�..�},- as .---..•.__ ted' 18"TR �► c6 C32a w, . ��• REMOVE ALLGITATIODOW N O �. V OF TOP-OF SEDIMENT. DISP LIMIT OF VEGETATI0 OFFSITE. VEGITATION CANNOT BE -- , - " C REMOVAL°. 36 • " W ;`° (BULLDOZING).ULLDOZIN ) ` ,� MOVED BY PUSHING 16" TR 12" CW . _ VJ "f�PPROXIMATE REMOVAL .�, LINE LEGEND ,, CENTER LINE SEE"A" ,�-- -- _ LEDGE OF CRACKED SILT MATERIAL 6 ion CW BELOW,REMOVAL DEPTH LEDGE OF"SHALE ^ 4 €: • 1$INCHES ±EDGE OF BRUSH w $ MAINTAIN UNOBSTRUCTED ACCESS Top SURFACE CONTOURS _.. --�---—s 4 �, OTTOM OF VOID SURFACE CONTOUR 38" W LEGEND " ° _X ''s d LIMIT OF SEDIMENT �' � a � el > • 0fi C .; REMOVAL 1 LIMIT OF SEDIMENT REMOVAL , O . REMOVE IN THIS AR 12'I R � SEDIMENT REMOVAL SHALL NOTA ' Q 'tT �r OCCUR IN AREAS OF SHALE LAKE p x l BED.THIS AREA IS DENOTED ON ' { `' �` °� THIS DRAWING AS THE LIMIT OF ���0 w. EXISTING ROCKS ,r .''s " ✓ SEDIMENT REMOVAL. CONTRACTOR SHALL VERIFY. x 5� 1 LOWER SEWER MANHOLE COVER(TYP). U, USE WATER FOR DUST CONTROL AS NEEDED. DUST ROCKS CAN BE MOVEDTO ACCOMMODATE STOCKPILE OR ACCESS. PROTECT `` "TR GENERATION SHALL BE MINIMIZED AT ALL TIMES DURING �..' •` � �,,,_,,/• CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE EXERCISE FACILITY ~ . 0 FOR CLEANUP OF PROPERTIES AND VEHICLES THAT ARE 33 AREA CAN BE USED FOR STOCKPILE AND TRANSFER OF SOIL .� 0" CW COVERED WITH DUST. W TREE AND PROJECT FENCING(LOCATION CAN BE MODIFIED BY THE CITY > ENGINEER) B" CW STRAW 51 WATTLE ALONG STOCKPILE AREA. r �.,.,. �` ` " " .. OS" W .36" C . 6 STREET MUST BE KEPT FREE'FROM SEDIMENT AND TRACKING.(TYPICAL).... „i �; ` ��{� � .•24" CW .J Ll.l 48"WO 4 „ $ ui 2 CWS`' D w L`J RESTORE LAKE SHORE ACCESS POINT AFTER PROJECT IS COMPLETE:INSTALL' � � t�, FIBER MAT i 8 CONTRACTOR MAYBE ABLE TO EXCAVATE'R CLEAN �.� C 8" CW DATE: AMPS WITH CITY ENGINEER ..�' PERMISSION.FOR BIDDING PRIMARY,ACCESS IS SHOWNFU'RTHER DOWN LAKEVIEW STA 28 1 , DRIVE. SEE NOTE 7- .� ., . s 9/5/2014 NOT USED 12 TR \ . DESIGNED BY: 12" CW 10 USED C33 }'" �2 TR WH �. 2" Q8"TR TR SHALE BANK CW DRAWN BY: ' WH ' NO REMOVAL{NP.) 11 NOT USED START OF SEDIMENT START OF SEDIMENT �. x REMOVAL _ REMOVAL CHECKED BY: VARIES ` 4,w DMA _ APPROXIMATE CENTER 18" W ® 05'TYP `'-""" -- ^--- _ _ FILE NO. LOCATION: OF REMOVAL AREA .--- 1, . _ t w / SCALE .30 0.6 TYP �.._.,_.._.._.._.,_.._. . - �.. T•Capitol Projects\Current 4 7.5._ 15 22.5 30 60 18'I • o - - .,_ - _ - - SHALE AREA Capitol Projects�Paving _.._.._.. .._. 16 TYR6 C Pro ects1ake View N APPROXIMATE LIMIT OF SEDIMENT j .i,.4� L A i SEDIMENT CONTAINS 25%VOID REMOVAL � Scale: iv SPACE BECAUSE OF SHRINKAGE CRACKING A TYPICAL REMOVAL DEPTH A S. - ` - "PI `� CONTRACTOR SHALL BID ACCORDINGLY „ NOT TO SCALE TR NOTES: SHEET NO. 1.ALL EXISTING AC DIKES SHALL BE PROTECTED IN PLACE C. U LL EXISTING DRAINAGE STRUCTURES(DROP INLETS)SHALL BE PROTECTED IN PLACE - ON SHEET 2 OF 3 -------- _ __..,a_.. r� .m-___ � --1 - - - I . I . I .. . . I I - - - .1 . I I ; I � � I I . �r ­�,,, I I 1"'� � , I I -_ I "�, 4C 4 LAGERS AND TRAFFIC CONTROL REQUIRED ON THIS CURVE. ",,, I I ,� I , " _ � -lot-Mpery i , . I R,� 1: I I I 1 "--I , Wild I "t 0, I ""111- I "," � 111�:�_, , , ,""', - �111� . . ,, � I I'll "S EIP0 - I � - � 11 &Vineyards `,_,:�� "�*�fd,, "'mo iv 4,)- " I "I " ,, , ,, ,11 -,, ,, __. � MOr Ad, -�� ,"" I �, , " I-1 ''" I , ,,� 1, 1111,11 , I " "" Vh� ,", 'I" I -,�,`�11"' ,�,,, I 111, �: -11 I f1d� 1, , " I'll I 1�1 I � I . AZI, ,,,1'�,, " � I ,, I "Ill' I � . I,-1, I � , - 11­_,,�_ : �,, i � 11�� �1, ,"I"',", � , t � I 11�1z� I I I , , , , 1�1 �� :­ I __ . I 11.I " �I I 3 E"P*r0`atRd,, ' �'' I I I ...... I I . , � I 1�,, - , ""'�'I'll-l".�,---�,,�"-,�"-�-�,-�-"�, ": �t� ,,, I . .., I. . 1 .I ­ �11 �, �� � 11--1 _, ,'' � I �'11-�,,�I 11, I ­,,_`,,,,�_ I 1. I 'I'll �e��, I I . , I ,�,- I I, I . I 1, I I, , I I , ,�", I I I .11'' . I ^ , , 11 I 1QP I I I I '' I Chicago Grade Landfill C, '' I SOIL DISPOSAL SITE rmwater swale locat ' i�"., I I I � I I , I I � I , � I I � I I , I I 1, I I I '11�1 � I � I� �\, ­I ,� I �, 1 I , 1 ,�,,� I 1� ,�, � I- I I ��, ,�:,, _ ��,, � , I . I I I 1��, " �, I I I I ,,, , . � " 1,",�_ I 11 11, '' I I I I., = ' I TRAFFIC FLAGERS REQUIRED ,� �ere BM P will be lnsqtta I _� 11, �, I �',`,,i,��', "I I " I I " I I 11, I I , � "� ,�1;I"�I I -T - 11 11,$40K Hawk Rd , ,.1, �ernglleton f1d - . ; eP� � � , _�­ - � � 11 1 2969, empleton,Rd I - I - .1 �,, I � ,,_,,.,��_ I ' ' I I I I q� . WHEN TRUCKS,�ARE LEAVING AND ENTERING 11 I 11 ", I I � I I � I I I ,,��,,1, '',"-I I 1, 11 ,, . I I own in blue. . a ''I'll I ,,','�,,"�,�, . �­ , I : 1, I I "?, 11 I S Ef Po _$F;q§;ITE ,I I I I I , , I 11, I � 11, ,, ", �, I " W t�' '­�,')',­ I I I 010 ­ 11 I I T ,'I, I - I q` , , J, , I I ��, I '1� �� 11, I I I " � " cl 1� ig I 0 1 1 " , � ,�, ' 'I' ll'-, 11 , � I ,.�­�,," ' i I I'0*k � I I I I I I", I" I'll OIL' POSAL SITE _­­­ I I :1, I , I I "I � � -, I �, I I 1.11 -11 I I , - ', I 1, � \11" .1 _,"""." I "I I I � I , I I :`111", I I' ll � I I , �111 I I. . TRAF FLAGERS REQUIRED I`­,_,.­_'­, I I"r,I"I I 1- I I - I 1_ 11 . , 1, I � '-1111 I " , I I I 1"',�,,,� I I �, �, ,, - ' I , I ��... I '' I � " 11 I'll, I , , I'll�11 _�, I , ,­ ago Grade Landfill Ike, . oekfvbgd'­�, _�� , " I , ,�'. 11, I',, . r -, Chic, 1>1 11 I I - I �,!,.":,""'i-, � � " I ' ll , I WHEN4RUCKS ARE LEAVING AND ENTERING I I I . ­' �� ,,,, I - � I -0 , � I �,�:�, I I I'� I , I I 'I'll " , "" I I "'�:'':, '�,, 1 0 ,� 1111� " %, I'll, . I vi I " I " I I I 1 � I ,�o I :, I I %, I i, I ' 'I'll "". ,11i, � 11i THE SITE�. � I I �, T.- -11 , , , I , ,% , ,""",'I", , . I � � I *k 11fival fi� ..,�' , I I , I I I" , _ 11 , I , I , I alac k I I I NO' '', 1 ; -, ,,-� ,"`,��,�"I� I I I I 1, 9S. i,11 I �' � , ''I 11, I I � I ­ "Ill- - " ,, _41�1 : I � , ,;,_1_,�_ , I 11 , _' 1� , I I � � � TQ, � I , I I ,� 11, 11 - I I ",,, ! I �,, � I I � I '',�', I I 1� . 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LAKE SEDIMENT REMOVAL DISPOSAL LOCATION (NTS) WASTEWATER PLANT SOIL STOCKPILE HAUL ROUTE (NTS) �� ���u Wattle 8MP shown In blue. Site is essentially flat. , ,, ''I,�,,,",1111,00"',I'll 11, ,,, I -���.,-,-,�,�,-.�-,-,�-���,--�,�--,�.,�-�� , �,��,�,�""","","","�,,�,,��".",� - _ - __&_,___ ___"'_"_,___,`_, ''....��,��������������''I'l�,,�ll''�,,�������lI SECONDARY DISPOS,AL_,",A,RE,A. , "�"""����"-�,�""�,�-,-"""-, . -- 11 . 11 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL HAUL DISTANCES. . DRIP LINE 2. CONTRACTOR IS RESPONSIBLE TO SUBMIT WATER POLLUTION CONTROL PLAN COVERING BOTH EXCAVATION AND DISPOSAL SITES -C(9 3. CONTRACTOR SHALL HAVE FLAGERS AT THE DISPOSAL SITE CURVE DURING ALL TRUCK DELIVERIES. INCLUDING SIGNAGE. V�/)� 01,*, ,v - U) 9 v .` NOTES: 4. CONTRACTOR IS RESPONSIBLE FOR MONITORING THE WEATHER AND CEASING SEDIMENT REMOVAL OPERATION 48 HOURS IN ADVANCE OF lIff- 11 _v - I , I Is .3t _v ,!�;, �. 1. INSTALL FIBER ROLL ALONG ALE CONTOUR STORM FORECASTED TO RAIN 1/4" IN A 24 HOUR PERIOD. STORMWATER BMP SHALL BE IMPLEMENTED PRIOR TO THE RAIN EVENT. z I ?r� " 2.USE ONLY ANIMAL SAFE FIBER LS W 11 .4 -V IV 14V .. 0 ,e. . 1 5. CONTRACTOR SHALL NOT WORK PAST OCTOBER 30 WITHOUT CITY APPROVAL. 2 I'MIN 'k ,A . _v 6. CONTRACTOR SHALL COORDINATE REMOVAL OF WASTEWATER POND STOCKPILE BY CALL JUSTIN BLACK AT 805-470-3424. W , 1-1 _v ill I.o 91 .x III \ 7. CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR AND BIOLOGIST BEFORE, DURING AND AT PROJECT CLOSEOUT. > 7;� _v I - "e I \ FIBER ROLL$ _v 0 lip" dw -V 4 ,_'r W P 4K 6* 1 4 IV %J , I I r.L I 0(ow QKOW I 4911W _v I .A I- . , .. ........ 2 z 4 , . _11� -or 0�.,,d I'll, I�� 0 e.- I � ot !'5. ol; � x 0 � W bt ��� : � I-_ I r �_?0 v �%. - " ___�; > rol. ��.*;,* I _v �- < 4KOW - 7-1/2"TO 2(r io� �v 4 1 - t I C� 0 1 1 0 0 - .J SIDE VIEW 11 11 I'D 11 I . 11 N.T.S. INSTALL FIBER ROLL NEAR I �11 . �: .J SLOPE WHERE IT TRANSITIONS " " W < INTO A STEEPER SLOPE. "I I , I ��,,",-,, > W MESH 4 ATTACHMENTS I 0 FENCE PER POST TYPICAL FIBER ROLL INSTALLATION W I 6 MAX N.T.S. I I W �e 0. . I I- ai (D �_ < 0 xx I .�" �_ .J i= 0 ) ) 11 W �_ GROUND -7 -I UJ 0 1 ,,, 0 UJ SURFACE 49'MIN I ; 1/1 W 3: o I I ­_ M, 0) do FIBER ROLL � o , 18"MIN . 7-Irl"MIN � I , / SLOPE �', . DATE: . VARIES -11--.; 11� 8/15/14 1 , ____" ' I r TOCKPILE LOCATION. 7,000 CUBIC YARDS DESIGNED BY: 4-MAX I 11 �11 - DMA P �' 1 POST AND FENCE DETAIL I'll, , � N.T.S. T , � __ .'_'� DRAWN BY: "I I Ill: I 3/4!'X 314o � 1� - 111� � � J NOTES.: 12m MIN V400D STAKES ��.�%, ,", ­­ � 1. THE FENCE SHALL BE LOCATED A MINIMUM OF VOUTSIDE THE DRIP LINE OF THE TREE TO BE SAVED ,14 IIIIIIIIIII . AND IN NO CASE CLOSER THAN VTO THE TRUNK OF ANY TREE. MAX 4!SPACING I I i� BY: I....."� , � , ,� , , , , ,� 2. FENCE POSTS SHALL BE STEEL POSTS OR STEEL T-BARS. ," DMA � 3. THE FENCE MAY BE EITHER 40"HIGH$NOW FENCE,40"PLASTIC WEB FENCING,METAL WIRE,OR CHAIN I I � LINK MATERIAL. I I I �, I FILE NO./LOCATION: .ENTRENCHMENT DETAIL - T:Capitol Projects/Current N.T.S. � Capitol Projects\Paving I I Projects1ake View I F4 i -_______ I g I ,.!, -_ I 11 �! I I I I� ��� � � � I Cale: ; 1 CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. i . CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. i I I � 111§111111111111101 A.S. .... If MSCRIPMN: . IF I DESCRIPTION:TYPICAL FIBER ROLL .. .. TYPICAL TREE PROTECTION FENCING . � -­.-_____-- � I APPROVAL, - DATF_ )ovxxrat3 REVISION$ BY I APP Te M-1 60%A WASTEWATER PLANT STOCKPILE SHEET NO. . 11 . - APPROVAL: - DATE: XXI=2013 RMSIONS I BY !I APP I DATE If M-1 5 _"U3%%2.P_1Mv -- Mpv�:VIWA.s - I I, RUSSELL&THOMPSM R.QE.C43DOO IFYP.31`31114 DRAWN Sr, DATE DRAWN. ­ __ _ . .I,,- ---DRAWN BY:MRW DATE DRAWN;i-0110/06 SCALE: N.T.S. I MRW 11/1=5 I - r SCALE' N.T.S. MW�- .�-.-�---­ C2 I I I __ � I SHEET 3 OF 3 1 1 1 11 . I I . . I .. -1-­ . � 11 . . ­ . . I I I... I I I 1� �� "f I .IV § IN . It I . , � . , I __.______, --����-",-�-",-------.-,---��,,�,�--,---,��",�,--".�-----------�---�---____---------------------,--------"--,----,�,------------,-�.------�---,��-,-�,-��--�--�-------------------------------�--�,----,--�--�-�--------�-,-' '- -----,�",--�--�-------"",.-"",-"",-"-,--,--�----�---------------------�,-�,�,-",�,---"-,.---,"--,-�-�-�---------. ---��m---",----",�-7�,-���,,��.---,�--�-�---------------________-_1 I I 11 ---��-,�.�,7��.�-�-,7,�-�-,----,"---"---,-"----,�,.����r",��a�-..�---�-�,�,-�-"�-------�-------------____��.M!�...��."---------------,-��'n.��---".-,�-.�-��"-�7���,-,7,7.��.-,.�.--,-,-,--------------,�, ------­_­­------���--------,-----�----.------�------,----�----�l-l�����,�--�--�-----.-..,--�----'----,---,---,---,�� , - ,7�� . ,',,I,, � I , , ---""�T�--�-��-,-"-----"",-I ___,r� __________,_,_____,__, _______________T ...�_�, , I PLANS FOR THE ATASCADERO LAKE SACRAMENTO z O SAN FRANCISC w SEnIMENT REMOVAL PROJECT . MONTEREY \NEER *6/ J ATASCADERO � N j c3 . SAN LUIS OBISPO uw... BID o X V O p. Z w 2014 008 NON - LOS ANGELES �151908 -*W 5�P SAN DIEGO n LEGEND VICINITY MAP NO SCALE .! LL� y FIRE HYDRANT y� WATER VALVE ® WATER METER 0 W BLUE PAINT-EVIDENCE OF UG WATER LINE GAS METER GV (D GAS VALVE G YELLOW PAINT,EVIDENCE OF UG GAS LINE u❑ PHONE PEDESTAL L ' © PHONE BOX FOUNDED \NCORPORA TEp QP PHONE MANHOLE 70 ■ P ORANGE PAINT,EVIDENCE OF UG PHONE LINE [ TRAFFIC SIGNAL CONTROL BOX d III lilt ' TRAFFIC SIGNAL OCA TION MAP [TV] TV BOX TV ORANGE PAINT,EVIDENCE OF UG TV LINE N. T So HANDICAP RAMP STORM DRAIN MANHOLE ` DROP INLET C, y a2 S SEWER MANHOLE 9Q n� Car SEWER CLEANOUT o � -- SIGN AL N AS BENCH MARK 11 SA ANDR AVE n Or, 9�p (1 . 3C�C LAMP POST Q 9 y ELECTRIC BOX � ��" WALL STATE OF C � WOOD FENCE SAN CLEtyIENTE Ar 1 c �v �y � Q CONTROL POINT I o ����`' rn G 2 Q W MONUMENT Z ,D SON 4o n � q Cr z � � 4 0 CI w U) n/ .�u. 9sCq 0���,P �0,� tea. o GEIVIERAL NOTES °�'P0 �P� � q� �c � 1-- 1. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT"UNDERGROUND SERVICE ALERT U.S.A."TOLL FREE AT 1-800-227-2600 FORTY EIGHT (48)HOURS SHEET DESCRIPTION 9�, a PRIOR TO START OF CONSTRUCTION,FOR LOCATION OF POWER,TELEPHONE,OIL AND COV COVER.SHEET ��--�, •��y oq° ° ��� 0- NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR SHALL ALSO CONTACT THE O/ EXCA VA T/ON FLAN~ P � �s �,c�e�' DATE: APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER,SEWER,DRAINAGE UNDERGROUND FACILITIES C2 DISPOSAL LOCA/TON ,� <q�© 7�4 °R� " A N '°� �°1,1 P 9/3/2013 2. THE CONTRACTOR SHALL POSSESS A CLASS"A"LICENSE AT THE TIME THE CONTRACT A , °� DESIGNED BY: IS AWARDED DMA DRAWN BY: 3.CLEAN AND SEAL GOAT ALL EXISTING AC DIKES o� �z, ``�►�� DMA � Qy 4.REPLACE ALL MANHOLE LIDS REMOVED.SEE SHEET C9 DETAIL S-9 FOR NEW LID ---o SAN CHECKED BY. SPECIFICATIONS ROSA DMA PROJECT L 0 CA TION ��o FILE NO./LOCATION: 4.CONTRACTOR SHALL RECOVER ALL MANHOLE LIDS AND DEPOSIT THEM IN THE CITY ���' '� ti T;\Capital Projeets\Current CORPORATION YARD 8005 GABARDA Capital ProjectsiPaving �+ Projects\Lake View Scale: 8005 GARBADA ROAD SOIL STOCKPILE LOCATION NOT SHOWN. S�"' N.T.S. SEE SHEET 2 SHEET NO. Cov SHEET 1 OF. 3 STA t 62"C C2614` TO 22+50 Y .., NOTE:E C '� �► SOIL CANNOT BE STOCKPILED,PUSHED INTO PILES,OR `* J / • 12 T T25 -". .., WINDROWED IN THE LAKE BED. THE LAKE BED IS FROM THE 44" T1... ' TOP OF BANK 7O THE BOTTOM OF THE LAKE. REMOVAL CAN SCALE 1:60 ` , ONLY BE ACCOMPLISHED BY SCOOP AND LIFT METHODS. , LAKEACCESS' AND STAGING AREA ""j TYPICAL MACHINERY INCLUDES PULL BEHIND SCRAPER, 0 15 30 45 60 12(I 18fl„, SCRAPER,EXCAVATOR OR FRONT LOAbER. ONLY INCIbENTAL _ "� FALL BACK IS ALLOWED. CONTRACTOR SHALL PROVIDE THE � iJ4'CW 5 :a” d SRF 3 TYPE OF EQUIPMENT TO BE USED TO THE CITY ENGINEER FOR ``• n°cw r r •... t=. 1r+ 17"' TR • 6 " ,, APPROVAL PRIOR TO THE START OF WORK. Cw, .18' \ \� , 11+5a 416„ CW k r V ar E `r 04" TR ��'� >Y '' �' Eq �!1► d�, z 4� y 726 4� TR. -. w. ,, �° Access PONT '° rt1o, B CW P 1 s .n .. J Y 04" CW r f `. 05" CW 4 24" • 14"Pt } ` 727 �` -3 LIMIT OF SEDIMENT REMOVAL .._. - cHr $ �� __k,-` 4"-�• `" q;,� { SAS THE LIMIT OF SEDIMENT REMOVAL MAYM 3 c�1 G BE ADJUSTED IN TH EFIELD BASED ON an I s C29 " THE SATURATION OF UNDERLYING } �.. 14 Pi sd woLO 12"CW 4 ; a mow.✓ :-' . ,. '- ... fir' ,. —: p V`y ,• � � J " �, u. R LOCATE Cb CONDUIT TO SHALE SHORELINE r, ' n_ ONSTRUCTION. REPLACE FOUNTAIN31 C " C IT AFTER SEDIMENT REMOVAL IS FINE D. k. a 7'� fr_ m 14 w,. 1 J" PI WLa 16"TR r. 4x ' f t 60-WO Cif} ( „ REL E FtN AIN,REI TALL vG fa . 2& WO 12"TR � � - t �' �' CONSTRUCTION o AFT E ., r IF ,t LIMIT OF SEDIMENT REMOVAL 4 WHITE SHALE/DARKER SEDIMENT LINE 19" CW TYP. r 12" q t ( 12"LAKE FILL LINE PIPE-AP ROXIMATE LO TION{S ABOVE GROUND SURFACE 70 SLI G TLY COVERE WITH SEDIMENT. CONTRACTOR TO LOCATE RIOR TO COS KUC71UN.PIPE i w 4AO € MAY�I� 1 EMF'ORARIL MOVED TO ACCOMODATE SEI ENT " " REMOVAL. CONTACTOR TOR NSTALL PIPE AND RECONN • 12 TR t SEPARATED SECTIONS S PIPE ALL B A CHORD t SH E E WITH 16"X8"X6"CONCRETEBLOC SON EITHER SIDE OF i AND SS ' 1. CONNECTED TO THE PIPE WITH 'S NLESS STEEL RO AND WI ' ROPE CLIPS,ANCHORS SHALL BE IN LLED EVERY ET. , I r .rte. _ A z p ._ 5 7 `--- -----`_ , t �f rn _7 LIMIT OF SEDIMENT REMOVAL r `� 8"TR '� r,. TYPICAL REMOVAL DEPTH=6" 1 4 <y. t" �" LIMIT OF VEGETATION 2 .. ~-�-----fig. �, xG� _ � R _. EMOVAL , �.� IT OF VEGETATIONRE_TL m 4 w ". A p. { . � 4 18"TR ` �► `?, ) °� e `a R E O ON DO �•.% ,., - .t 1"OF TOP© SE MENT. DISP N T O LIMIT OVEGETATIO OFFSITE. VEGITATION CANNOT BE REMOVAL`,,, �- ..C;REMOVED BY PUSHING 1 B"TR 16" TR .df� � (BULLDOZING). hd _ Ox � 2 1 / LINE LEGEND , Cly gyp° APPROXIMATE REMOVAL s ,• .-- tiy , CENTER LINE SEE"A" 1p" CW � ., ____... LEDGE OF CRACKED SILT MATERIAL Z2 CBELOW,REMOVAL DEPTH LEDGE OF SHALE_ ^-- 18 INCHESW +EDGE OF BRUSH TOP SURFACE CONTOURS T301' ✓ " BOTTOM OF VOID SURFACE CONTOUR $ MAINTAIN UNOBSTRUCTED ACCESS wo3$"TO LIFTSTATIQN • . aY .. —LIMIT OF SEDIMENT 809 06" REMOVAL , LIMIT OF SEDIMENT REMOVAL " 18 ` ,'- _REMOVE SEDIMENT IN THIS AREA.. �� .12" R �� �� ' NT REMOVAL SHALL NOT SEDIMENT 10�Y'�T � g OCCUR IN AREAS OF SHALE LAKE p� Q. BED.THIS AREA IS DENOTED ON O� 06 °' THIS DRAWING AS THE LIMIT OF 10 SEDIMENT REMOVAL. CONTRACTOR SHALL VERIFY. d� EXISTING ROCKS o , ay T 1 (TYP)., LOWER SEWER MANHOLE�GOVER USE WATER FOR DUST CONTROL AS NEEDED. DUST 4TR. o GENERATION SHALL BE MINIMIZED AT ALL TIMES DURING L� ROCKS,CAN BE MOVED�,TO ACCOMMODATE STOCKPILE OR ACCESS. PROTECT �. dO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE k, EXERCISEr,FAG1LITY ' 3` FOR CLEANUP OF PROPERTIES AND VEHICLES THAT ARE _ AREA CAN BE USED FOR STOCKPILE AND TRANSFER OF SOII. {.4 1� p" cw COVERED WITH DUST. w 4 TREE AND PROJECT FENCING(LOCATION CAN BE MODIFIED BY THE CITY �, X©O ``�. �' ENGINEER) ''fig' ,,,�" STRAW-WATTLE ALONG STOCKPILE AREA. p6" CW �'�+. 5w �```.... . 08 sswC 6 STREET MUST BE KEPT FREE''FROM SEDIMENT AND TRACKING. TYPICAL `" •2 4 24" CWui w ►— � � * 48 WO _ 4 ., RESTORE LAKE SHORE ACCESS POINT AFTER PROJECT IS COMPLETE:'INSTALL O S a cn FIBER MAT _. `� p CONTRACTOR MAY' CITY ENGINEER ("` ` CLEAN 11� C 8" CW g BE ABLE TO EXCAVATE RAMPS WITH / DATE: PERMISSION.FOR BIDDING PRIMARY ACCESS IS SHOWNFURTHER D'OWN LAKEVIEW STA 28 DRIVE. SEE.NOTE 7. .' ♦ ' . " 9/5/201 4 NOT USED �. 12"TR .:?. DESIGNED BY, 12" CW �..,J � _.10 22" TR USED j WH ' css a r 11 (}8"TR`, ~ SHALE BANK " CW "• DRAWN BY: NOT USED NO REMOVAL(TYP.) START OF 1 �3 ' REMOVAL SEDIMENT START OF SEDIMENT y � �� �. . REMOVAL CHECKED BY: VARIES DMA ^y �+y APPROXIMATE CENTER I 1$" W dF REMOVAL AREA h ® _ --,.. - - .,,,..e.. ..� .� _ ., .�. FILE NO./LOCATION: SCALE 1.30 p.5„�. - _ - p. o�� e _ _.._ _.. - -_.._ �::, � _.,_.._. T:Ca Itol Pro'ectslCurrent U 7.5; 15 22.5 30 .^.._ � SHALE AREACapitol Poje S � � Ing Pr0 @CtskeVIewAPPROXIMATE LIMIT OSEDIMENT 04 LVOID REMOVALSEDIMENT CONTAINS 25% Scale: PACE BECAUSE OF SHRINKAGE CRACKING TYPICAL REMOVAL DEPTH PI A A.S.CONTRACTOR SHALL BID ACCORDINGLY e NOT TO SCALE '�►� NOTES: �' " 1 TR SHEET NO. 1.ALL EXISTING AC DIKES SHALL BE PROTECTED IN PLACE : ,' � • LL EXISTING DRAINAGE STRUCTURES(DROP INLETS)SHALL BE PROTECTED IN PLACE '` M' SHEET 2 OF 3 ___ Wild House Winery LAGERS AND TRAFFIC CONTROL REQUIRED ON THIS CURVE. &vinevards MrAd 6 Chicago Grade LandfilF, OIL DISPOSAL SITE Stormwater swale location & TRAFFIC FLAGERS REQUIRED where BM P w0l be Installed 29601empleton Rd N;,rk Kawk W, Is shown In blue. WHEN TRUCKS,�ARE LEAVING AND ENTERING El PeTH,r;4ITE 5 --so IL: POML SITE TRAF FLAGERS REQUIRED Cbicago Crade Landfill WHEN_TRUCKS ARE LEAVING AND ENTERING THE SITE,� '041Q A SECONDARY STOCKPILE AREA­ SEE BELOW arm,F, 141 (41) R, 6i 0 z 0 > W '",00d Pat Nihn �n MOM NEEf? Ln 0 00 13min E5 ZN1 > Z) N CL :35 roll" L 7, Disposal Areas are oLdined in black. 41 " - 1� 1 11 v "" ,­;�w z r6n "Olt R q- 4. 41- �:7 CONTRACTOR TO APPLY SOIL RIMARY DISPOSAL AREA PRIMA"`/ DISPOSAL AREA 0 IN THIN LIFTS AND DISC INTO X 101/10 1.11"e, $ 1 1 �p k 7� EXISTING SOIL. 41 101 0% A 'kaderoft4h&hi 4 t, 8WO5 GARBADA ROAD-ATASCADER0 look '7, WASTEWATER PLANT 4� -4 --WASTE 41 WATER PLANT POND R SOIL STOCKPILE Atascadero High School ------------t, 1101 min C41) jC 4F OU Se t, -1 med Rd 1;A P oi* C�h �*s Padd ck,Z 4� ero _Ni ff 0p %Z� MOVE 7,000 CUBIC YARD STOCKPILE M 4in, Cho k:Mt tom RELOCATE TO SEDIMENT DISPOSAL SITE Lakel i, *i�, -4184 1,62 if Go Course, *Qk Cliatles Paddock 2 ke W41 1 , U 01 0 tin' iona:Park )s k- N LSz L J�M, �Ataxnadpm Statp f4curmun Itus all C.10, �,g Picture 3 - Secondary soil disposal location. W11,1 ,ofljy 4e , MseClf t1le m full., Straw LAKE SEDIMENT REMOVAL DISPOSAL LOCATION (NTS) WASTEWATER PLANT SOIL STOCKPILE HAUL ROUTE (NTS) Wattle SMP shown In blue. Siteis essentially flat. SECONDARY DISPOSAL AREA NOTES: 1 . CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL HAUL DISTANCES. 2. CONTRACTOR IS RESPONSIBLE TO SUBMIT WATER POLLUTION CONTROL PLAN COVERING BOTH EXCAVATION AND DISPOSAL SITES DRIP LINE 3. CONTRACTOR SHALL HAVE FLAGERS AT THE DISPOSAL SITE CURVE DURING ALL TRUCK DELIVERIES. INCLUDING SIGNAGE. v NOTES: 4. CONTRACTOR IS RESPONSIBLE FOR MONITORING THE WEATHER AND CEASING SEDIMENT REMOVAL OPERATION 48 HOURS IN ADVANCE OF F- If. I. INSTALL FIBER ROLL ALONG A LE CONTOUR STORM FORECASTED TO RAIN 1/4" IN A 24 HOUR PERIOD. STORMWATER BMP SHALL BE IMPLEMENTED PRIOR TO THE RAIN EVENT. z 2.USE ONLY ANIMAL SAFE FIBER R LS 5. CONTRACTOR SHALL NOT WORK PAST OCTOBER 30 WITHOUT CITY APPROVAL. IV VMIN 411'e-1 6. CONTRACTOR SHALL COORDINATE REMOVAL OF WASTEWATER POND STOCKPILE BY CALL JUSTIN BLACK AT 805-470-3424. 41 7. CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR AND BIOLOGIST BEFORE, DURING AND AT PROJECT CLOSEOUT. > FIBER ROLLS 0 CL olow 4KOW 4KOW 2 z _v 'MEN= 0 x 0 F_ 41 Of > 7-1126 TO 2Cr ti F1,Jr, wv 0 SIDE VIEW N.T.S. INSTALL FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS UJ < INTO A STEEPER SLOPE. > MESH 4 ATTACHMENTS 0 FENCE PER POST TYPICAL FIBER ROLL INSTALLATION MAX N.T.S. CL LIJ GROUND W 0 LU SURFACE 40"MIN W m FIBER ROLL CL (0 7-1/2"MIN 1&'MIN SLOPE DATE: VARIES IN I I W, KPILE LOCATION. 7,000 CUBIC YARDS DESIGNED 8/15/14 BY: 4"MAX DMA POST AND FENCE DETAIL N.T.S. DRAWN BY: NOTES.: 120 MIN 31e X 3W DMA 1. THE FENCE SHALL BE LOCATED A MINIMUM OF VOUTSIDE THE DRIP LINE OF THE TREE TO BE SAVED WOOD STAKES AND IN NO CASE CLOSER THAN STO THE TRUNK OF ANY TREE. MAX 4�SPACING CHECKED BY: 2. FENCE POSTS SHALL BE STEEL POSTS OR STEEL T-BARS. DMA 3. THE FENCE MAY BE EITHER 40"HIGH SNOW FENCE,40"PLASTIC WEB FENCING,METAL WIRE,OR CHAIN LINK MATERIAL. FILE NO./LOCATIOZ -ENTRENCHMENT DETAIL T:Capitol Projects/Current N.T.S. Capitol Projects\Paving Projects1ake View CITY OF ATASCADERO STANDARD DRAWING DFMWING NO. CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. Scale: A.S. %iffy 0. DESCRIP-nON: F DESCRiPTION:TYPICAL FIBER ROLL TYPICAL TREE PROTECTION FENCING APPROVAL! - DATE. XX90=13 W-IONS Dv A131P -16A WASTEWATER PLANT STOCKPILE SHEET NO. APPROVAL: — DATE: XX(XXI"13 REVISION$ 13Y APP M-1 5 OMMLL A;nmmAg4 W.gmftvz�pamtno, RUSSELL$.THOMPSM R.Qr=.C43069EXP.3/31/14 DRAWN Or.MRW DATE DPAWN:11/10/05 SCALE: N.T.S. DRAWN BY:MRW DATE DRAWN:10/10106 L:.SCALE: N.T.S. I . C2 SHEET 3 OF 3 JR174,77,7,g, ----------------------- ----------------------- -------- ------ --------------------------