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Home My WebLink About6.5-257 Record DrawingCONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-860-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS A OR C-27 CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. S. PRIOR TO COMMENCEMENT OF ANY PHASE OF CONSTRUCTION INVOLVING LANDSCAPING OR IRRIGATION SYSTEMS, THE CONTRACTOR SHALL CONTACT THE CITY PARKS DIVISION AT 326-3117 FOR THE PURPOSE OF ASCERTAINING THE LOCATIONS AND CURRENT OPERATIONAL STATUS OF ALL LANDSCAPE IRRIGATION WIRING, MAINLINES, LATERALS AND OTHER FACILITIES. ANY CHANGES TO THE IRRIGATION SYSTEM MUST BE APPROVED BY THE RECREATION AND PARKS DISTRICT. CITY OF BAKERSFIEL DE•ART E T F =L1 W• 'K �V4 P4 - 1 k �q, LOCATION MAP CITY PROJECT NO: T41<231 STATE OF CALIFORNIA LIST OF DRAWINGS SHEET 1 COVER AND TITLE SHEET SHEET 2 CALIFORNIA AVE., ALLEN RD., & BUENA VISTA RD. SHEET 3 TRUXTUN AVENUE SHEET 4 CALLOWAY DRIVE SHEET 5 BRUNDAGE LANE & DETAILS CITY STANDARDS THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -21 SURVEY MONUMENT 4 l rzt_ b Y�! skv--rrlq-q n-�. File Name: C01314004TS1 SUBMITTED BY: v 10 No. 28104 RICHARD MEYER, R.C.E. 28104 / ! DATE ?-/S h'KIN I UA I t: y/1 e./14T: Ll INSTALL SY M LEGEND FACE OF CURB ------- ---------- BACK OF CURB^^� ' JUAN.AVENUE SECTION LINE CENTER LINE EXISTING R/W EXISTING MEDIAN CURB EXISTING TRAFFIC SIGN Q EXISTING PULL BOX EXIST. STAMPED CONCRETE TO REMAIN ° ° EXIST. CONCRETE SURFACE TO REMAIN a y y EXIST. NATURAL TURF TO REMAIN I :ST CORNER 36, T.29S., R.26E. ALLEN ROAD VICINITY MAP LOCATION 3 SCALE 1"=100' EXIST. SIGN EXISTING NATURAL TURF TO REMAIN CALIFORNIA AVENUE VICINITY MAP LOCATION 1 REMOVE EXISTING ASPHALT CONCRETE SCALE 1"=100' AND INSTALL SYNTHETIC TURF SYSTEM SEE DETAIL A FACE OF EXIST. 5 MEDIAN CURB 55'± BACK OF EXIST. —r . -- ,.. ----,.—. ----:::':—:.—..'v—r.:—..y..—..:.:..v—.r.::—..:w,..i._—..::..::.v:—.:r....:—.:.:.:—.::...::..w—....:—.....:—.:.':.w—.—..•..—...w—.—.-------------.—.:..:—•W:—:—::::::N-::::'::..::._:..._..::.'.::... :... .... U M Ed 'DIANp CU�—RO� B ---- --—Z,........:su::iii::i =i..........wd8Q:?'::::r.:�?::::::wr.{i . .::::::..:.....:....... ' :';_C/L CALIFORNIA AVENUE::...(sW.. : — a \ --::.ur::::::.�.:::w::•ri:i':vii::•r}i:iv:•r:i-::•:vi:-:i:}.:w: is 42C.::.:V':.k'.:ahC::. 4 e / EXIST. SIGN _ EXIST. PULL BOX, ADJUST AS EXISTING REQUIRED. DO NOT COVER CONCRETE ITH HETI TURF. EXIST. CONCRETE W SYNT C COC TE MOW E SURFACE CURB TO REMAIN CALIFORNIA AVENUE - WEST MEDIAN SCALE 1"=10' 1 o' z Lu I Q1 /f 9.5 ± \ EXIST. PULL BOXES, ADJUST AS I I O O CO REQUIRED. D NOT VER Q ° I WITH SYNTHETIC TURF. I �•j}} I :':. t............. r} REMOVE EXISTING NATURAL TURF, I :NfXisT r TIIRFN : i ; CAP EXISTING SPRINKLERS, AND t ::::.';::y:::•;::::;:. , INSTALL SYNTHETIC TURF SYSTEM t 1 . �....... ...... .... TA A .................. , SEE DETAIL rn c' 0 c INSTALL SYNTHETIC TURF z rn � <t I :ST CORNER 36, T.29S., R.26E. ALLEN ROAD VICINITY MAP LOCATION 3 SCALE 1"=100' EXIST. SIGN EXISTING NATURAL TURF TO REMAIN CALIFORNIA AVENUE VICINITY MAP LOCATION 1 REMOVE EXISTING ASPHALT CONCRETE SCALE 1"=100' AND INSTALL SYNTHETIC TURF SYSTEM SEE DETAIL A FACE OF EXIST. 5 MEDIAN CURB 55'± BACK OF EXIST. —r . -- ,.. ----,.—. ----:::':—:.—..'v—r.:—..y..—..:.:..v—.r.::—..:w,..i._—..::..::.v:—.:r....:—.:.:.:—.::...::..w—....:—.....:—.:.':.w—.—..•..—...w—.—.-------------.—.:..:—•W:—:—::::::N-::::'::..::._:..._..::.'.::... :... .... U M Ed 'DIANp CU�—RO� B ---- --—Z,........:su::iii::i =i..........wd8Q:?'::::r.:�?::::::wr.{i . .::::::..:.....:....... ' :';_C/L CALIFORNIA AVENUE::...(sW.. : — a \ --::.ur::::::.�.:::w::•ri:i':vii::•r}i:iv:•r:i-::•:vi:-:i:}.:w: is 42C.::.:V':.k'.:ahC::. 4 e / EXIST. SIGN _ EXIST. PULL BOX, ADJUST AS EXISTING REQUIRED. DO NOT COVER CONCRETE ITH HETI TURF. EXIST. CONCRETE W SYNT C COC TE MOW E SURFACE CURB TO REMAIN CALIFORNIA AVENUE - WEST MEDIAN SCALE 1"=10' 1 o' z Lu I Q1 /f 9.5 ± \ EXIST. PULL BOXES, ADJUST AS I I O O CO REQUIRED. D NOT VER Q ° I WITH SYNTHETIC TURF. I �•j}} I :':. t............. r} REMOVE EXISTING NATURAL TURF, I :NfXisT r TIIRFN : i ; CAP EXISTING SPRINKLERS, AND t ::::.';::y:::•;::::;:. , INSTALL SYNTHETIC TURF SYSTEM t 1 . �....... ...... .... TA A .................. , SEE DETAIL EXISTING STAMPED CONCRETE 1 I 1 I 1 I ` r I I 1 1 I I 11 I ALLEN ROAD MEDIAN SCALE 1"=10' NOTES: 1. TURF SQUARE FOOTAGE (SF) SHOWN IS APPROXIMATE ONLY. 2. CONTRACTOR SHALL VERIFY TURF DIMENSIONS AND LOCATIONS AND ADJUST ACCORDINGLY. 3. FINAL PAYMENT WILL BE BASED ON CONSTRUCTED FINISHED SURFACE SQUARE FOOTAGE. I R SOUTHWEST CORNER I EXIST. CONCRETE MOW 1 SECTION 30,T.29S. R.28E. CURB TO REMAIN C/L CALIFORNIA AVENUE EXISTING EXIST. PULL BOX, ADJUST AS REQUIRED. - i CONCRETE EXISTSIGN DO NOT COVER WITH SYNTHETIC TURF- . — — :=— 1 SURFACE �tt ------------------------------- -- -------------------.............................................1 �:: d 1 ° ;� y ............. ................... 415 SF'; .:� : N 1 \ P � IST:' � A:C: ::::::::. � :. ':.::::::. ,... - a w:... ... •:•: }:;y: F.i•iti�''i?::f:'r;�ii: i:'::'ai-: r::': w':::i{{:y. rc':.<k'. r.ciski';:ii':{:(.t:':ci.':v':'rr:'r::.:.r:.r::rri:'r::1.:':i r:-r'J%r: is riry:•.':i':'y%r:.{�:ii4r:•: ,y ....................... — BACK OF EXIST. 60':i- MEDIAN 0 ±MEDIAN CURB I" EXISTING NATURAL i REMOVE EXISTING ASPHALT CONCRETE FACE OF EXIST. II AND INSTALL SYNTHETIC TURF SYSTEM TURF TO REMAIN MEDIAN CURB SEE DETAIL A 5 CALIFORNIA AVENUE - EAST MEDIAN SCALE 1"=10' ' Q � r� • gir r � 0 t ` 1A 7•k' 18 c UNlON.:.I?ACIFI,C l"NION PACIFIC RAIL ROAD RAIL O D RM/ -' UTHWEST CORNER ETON 18, 7.30SrY'#271.. . s� nx r , INSTALL SYNTHETIC TURF 01 MEDIAN, SEE RIGHT` V, }d. � 4 Uke{ - BUENA VISTA ROAD VICINITY MAP LOCATION 5 SCALE 1"=100' EXISTING STAMPED CONCRETE ----------------- , it-- — -- — — —�I 1 I rn c' 0 c c z rn � <t Q II CCo U ' 1 r:•r: �rri}i:Y�.r: :': I 1 1 yr'rr: ': y.-rrrr-:moi I W j 1 1 1 � I Z FACE OF EXIST. � ` 1 MEDIAN CURB I I BACK OF EXIST. 11� MEDIAN CURB I EXISTING STAMPED CONCRETE 1 I 1 I 1 I ` r I I 1 1 I I 11 I ALLEN ROAD MEDIAN SCALE 1"=10' NOTES: 1. TURF SQUARE FOOTAGE (SF) SHOWN IS APPROXIMATE ONLY. 2. CONTRACTOR SHALL VERIFY TURF DIMENSIONS AND LOCATIONS AND ADJUST ACCORDINGLY. 3. FINAL PAYMENT WILL BE BASED ON CONSTRUCTED FINISHED SURFACE SQUARE FOOTAGE. I R SOUTHWEST CORNER I EXIST. CONCRETE MOW 1 SECTION 30,T.29S. R.28E. CURB TO REMAIN C/L CALIFORNIA AVENUE EXISTING EXIST. PULL BOX, ADJUST AS REQUIRED. - i CONCRETE EXISTSIGN DO NOT COVER WITH SYNTHETIC TURF- . — — :=— 1 SURFACE �tt ------------------------------- -- -------------------.............................................1 �:: d 1 ° ;� y ............. ................... 415 SF'; .:� : N 1 \ P � IST:' � A:C: ::::::::. � :. ':.::::::. ,... - a w:... ... •:•: }:;y: F.i•iti�''i?::f:'r;�ii: i:'::'ai-: r::': w':::i{{:y. rc':.<k'. r.ciski';:ii':{:(.t:':ci.':v':'rr:'r::.:.r:.r::rri:'r::1.:':i r:-r'J%r: is riry:•.':i':'y%r:.{�:ii4r:•: ,y ....................... — BACK OF EXIST. 60':i- MEDIAN 0 ±MEDIAN CURB I" EXISTING NATURAL i REMOVE EXISTING ASPHALT CONCRETE FACE OF EXIST. II AND INSTALL SYNTHETIC TURF SYSTEM TURF TO REMAIN MEDIAN CURB SEE DETAIL A 5 CALIFORNIA AVENUE - EAST MEDIAN SCALE 1"=10' ' Q � r� • gir r � 0 t ` 1A 7•k' 18 c UNlON.:.I?ACIFI,C l"NION PACIFIC RAIL ROAD RAIL O D RM/ -' UTHWEST CORNER ETON 18, 7.30SrY'#271.. . s� nx r , INSTALL SYNTHETIC TURF 01 MEDIAN, SEE RIGHT` V, }d. � 4 Uke{ - BUENA VISTA ROAD VICINITY MAP LOCATION 5 SCALE 1"=100' EXISTING STAMPED CONCRETE ----------------- , it-- — -- — — —�I 1 I rn c' 0 c c z rn � <t Q II CCo U ' it I � f � XXQO � Q W j 0) m 1 � I Z I � I I Q I V) If z it U ap r W t j t U5 (a) i m I I I � I U I O I Ii _ I I � I 11 I t Cc Q FACE OF EXIST. 1 I MEDIAN CURB BACK OF EXIST. I MEDIAN CURB fl 1 ii W z T ' I 0 Z u- >- —i U7 < C) SOUTHWEST CORNER SECTION 18, T.30S, R.27E. :::.:.::.::::� :;::::.::::: ... �-•-•--•••. I I POUR CONCRETE SLAB FOR EXISTING I •::yr::.:�: vs w:: . •::w::::::w::::.�. I MONUMENT CASING BEFORE YNTHETI TURF I :•ir: arri:ir� sv.'i: i-:::v?i'i "`' �ci:s:{'irr}: - i I INSTALLATION PER CITY STANDARD ST -21. DO rry':� NOT COVER SLAB WITH SYNTHETIC TURF. I .. v......w....}r-.....w......... ...}{1� .................. I :w; i:.:i: . :.::.: :.::. I INSTALL SYNTHETIC TURF SYSTEM :::: ... SEE DETAIL rA^'i BUENA VISTA ROAD MEDIAN SCALE 1 "=10' i RECORD DRAWING CE=RTIFICATION IJP t_ 6 5 7TH u� �-V S` CITY RECORDS NO.: 350 U rn c' 0 c c z rn � <t � CCo U ' � XXQO � Q W j 0) m W r Z ,,Q- UCD I n00 V) 0-- 6 U ap r W o 2"o i U5 (a) 0 O r 4 o> U ILL oo m oC qa d d 000 rn 3 0 � � j CL p Q U LL SHEET NO. 1 OF 5 z W j Q w Z W ZD I () V) 0-- 6 W W 0 cc Q z O w 0 Cc Q W z T cc F- 0 Z u- >- —i U7 < C) SHEET NO. 1 OF 5 v TRUXTUN AVENUE VICINITY MAP LOCATION 2 T.29S., R.27E. 93 SCALE 1"=100' 1V NOTES: 1. TURF SQUARE FOOTAGE (SF) :.:::::.5SF:�:�:�;::;�:.: - /'/ �=� ---__ 28.4'± - --- _ o SHOWN IS APPROXIMATE ONLY. < . ..�.� -__ __ - 12.4'+ =____:::•:::•:•75S,c•::: �.::.:: --- ' ---- _ _ - 2. CONTRACTOR SHALL VERIFY 1"URF :.......:::::.::::::.............' ` - --- 27.8'+ ' --- - _ 94 DIMENSIONS AND LOCATIONS, AND ADJUST ACCORDINGLY. .;�w..:.:w:__o =--_____ 3_ - TR-XfUNAVENUE 3. FINAL PAYMENT WILL BE BASED ON __ 19.2'+ --'- - CONSTRUCTED FINISHED EXISTING TEXTURED ----.....= �� .. --- - SURFACE SQUARE FOOTAGE. w CONCRETE TO REMAIN, TYP. _ _ _ :....:.:::3Q SF: :::: / : ::........ ��. - 34.9'± _ - w 1 --`--- ___ - _ - C/) W FACE OF EXIST. _ _ _ �.. MEDIAN CURB - N�7 --'=- _-_- :::::.::.:. DIRT::11PN:::•::::::::::............ ---- 9-.2 ;----__ - -- 3'-± O ........:: :::.......... . ..BACK OF EXIST. 2. m o MEDIAN CURB �;--__--_ __- -- _ __ - - _�__� / ::::::::•::-:::-:::-:.:::•::................ ......._--------- 28.4'±- --__ _• 4_ :::::.::..::_SF: :.. INSTALL SYNTHETIC --------___._._..:.... .:::.�:. ::..::::::..:;::::::.. o _-- '--------- ---- I TRUXTUN AVENUE MEDIAN TURF SYSTEM, TYP. EXIST. PULL BOX, ADJUST AS _ ---------------__ w ----- SCALE 1 "=10' SEE DETAIL A REQUIRED. DO NOT COVER --------- -- _ � _u`:_:: ::::w:: 75 SF; .......... 5 WITH SYNTHETIC TURF. ------ ____ ■ 107 Lu Lu (D 30.1'± _ C/L TRUXTUN AVENUE U± - - _--------------------=---------_-_-_----_--_��----_�__----�'---_----------------------------------------' Q' m 31.1' 105 _ __ _ - - - _ 2.1'± _----------------__-------- ------------- --------------- ----.-----�-- _____ ___- _--------------------------� -- - o ____ _ - ---- - - _�_ ---------- �_ IST TEXTURED V r, KATION _---__ _ _-- __ _�s__---------_,__ RECORD DRA YANG CERT 1 ¢ - ____ - - I ------------- - - _ _"_-__-___- -_ ---------------- --------- -------------- _ - __ o � EX ING -- ----- - - ----.- o-__ . .:::.:: ::::::w: :� :::::�::.. :............ :::::: ::::::::: __ _----- -----=--------------- CONCRETE TO REMAIN, TYP. -1--- ------- ::::::::::'65.SF.::::::................. FACE OF EXIST. -------------------------- -------- ----------------- _ ---- _____- ____-- MEDIAN CURB S :: 95 F ::::::::::::: ........:................. _ - U 1 s __ I _ .. w: � :.:.:-;d::•::•::::::. — 2`/11 k:.:::� NEXfsI:':D#RT-.T j#? ::':::':' :': _ --------------_- ::.:::::_ :::::..w-.-..... ___�---�____ ___________ _ - INSTALL TRUXTUN AVENUE MEDIAN CONTINUED BACK OF EXIST. -----------o _ w: o ......... w .......::.:...................... _---------- MEDIAN CURB -)s :__--- ____-- -------------- -- 2.5'± TURF SYSTEM, TYP. SCALE 1"=10' Z> ----�-------------------- 2.8'± SEE DETAIL A 5 CITY RECORDE> NO.: I 4 R. L c: co Q co C33 tai p c �ZE a u - CD m W Uco M mco U m c — o 2co C o 0 ,- a. 0 I w LL U) I Ne Q m LL O A 6 z cccc t Q V it O V 00 0 Q OFc Z O O C m �:n U m N Q ILL. Q U) z 0 w O z F- X w Cc O H LL cc U F= - w F— z U) w z w z x rr SHEET NO. �3 OF 5 0. LIEGE'ND - - - - SECTION LINE CENTER LINE - - EXISTING R/W FACE OF CURB -- ----__ �-'_______= EXISTING MEDIAN CURB BACK OF CURB -� EXISTING TRAFFIC SIGN EXISTING PULL BOX EXIST. STAMPED CONCRETE TO REMAIN EXIST. CONCRETE SURFACE TO REMAIN EXIST. NATURAL TURF TO REMAIN ::::" j INSTALL SYNTHETIC TURF :':: - EXIST. SIGN CONCRETE ■ W ' LLL Lu � (INTERSE RUXTUN AVE. AND OFFIC VERIFY2M NCASEMENT PER PER CITY T- o _.___ Av STANDARD ST -21. DO NOT COVE NTHETIC TURF. m ------=----------------------------------------------------------------------------- �-- EXIST. PULL BOXES, ADJUST AS REQUIRED. DO NOT COVER EXISTING STAMPED FACE OF EXIST. ' WITH SYNTHETIC TURF. CONCRETE MEDIAN CURB � BACK OF EXIST. MEDIAN CURB EXIST. SIGN INSTALL SYNTHETIC TURF SYSTEM, TYP. CALLOWAY DRIVE VICINITY MAP LOCATION 4 SCALE 1"=100' CALLOWAY DRIVE MEDIAN SCALE I"--10' FACE OF EXIST, MEDIAN CURB BACK OF EXIST. MEDIAN CURB NOTES: 1. TURF SQUARE FOOTAGE (SF) SHOWN IS APPROXIMATE ONLY. 2. CONTRACTOR SHALL VERIFY TURF DIMENSIONS AND LOCATIONS AND ADJUST ACCORDINGLY. 3. FINAL PAYMENT WILL BE BASED ON CONSTRUCTED FINISHED SURFACE SQUARE FOOTAGE. 27.8'± LN_L��_L1 �-i N_r�_�_L1_`.' ---------- --- INSTALL SYNTHETIC TURF SYSTEM, TYP. 235.7'i- _ W Lu U) �rr: �jm ■ - -- -- .:. — — —---------------- ___ I — — ------- _ -_-- _ +Y ... - -� — —----------- .................................................... w...... w _ _ -L ---- ........42 ......... ----- ------------------------------------------------- - - - - - - -------- I _ — - CALLOWAY DRIVE MEDIAN CONTINUED SCALE 1 "=10' 13 1'4 L 2:, RECORD DRAWING CERTIFICATION CITY RECORDS NO.: 1.4 2 C W o co u- d o' v jo OIZ O6 0 a) 6 a T coo Z c:m L rn rn � 0) U 00 D w � z W > % 0� w � Q m O cri o LL O uu 0 � D Q U U U NT M w F W0) �0) U C 00 ® a 260 �' a0 �CL 2 C W o co u- d o' v jo OIZ O6 0 a) SHEET NO. `6 OF 5 C co N W U cr `m T O w U_ ii Z Q D W D w � z W > w w � Q m O o LL O � � D Q U U U w z z SHEET NO. `6 OF 5 C co N W U cr `m T O w U_ ii 0 LEGEND - - - - SECTION LINE - CENTER LINE -- EXISTING R/W FACE OF CURB ______________= EXISTING MEDIAN CURB BACK OF CURB 7 EXISTING TRAFFIC SIGN Q EXISTING PULL BOX EXIST. STAMPED CONCRETE TO REMAIN a a e EXIST. CONCRETE SURFACE TO REMAIN EXIST. NATURAL TURF TO REMAIN :': � i'�'i:•r?r:w rr: rrr.� :•rriri:.i•r:i::K':''r INSTALL SYNTHETIC TURF BRUNDAGE LANE VICINITY MAP LOCATION 6 SCALE 1"=100' CORNER T.29S., R.28E. REMOVE EXISTING ASPHALT PLACE 3" OF ROCK DUST GRADED 3/4" BELOW ADJACENT EDGING. COMPACT TO 90% RELATIVE COMPACTION. INSTALL SYNTHETIC TURF AND INFILL MATERIAL PER MANUFACTURERS RECOMMENDATIONS. PRE -GRADE GROUND SURFACE. COMPACT TO 90% RELATIVE COMPACTION. REMOVE AND I DISPOSE OF SURPLUS MATERIAL. EXIST. MEDIAN CURB TOP OF EXIST. NAIL INTERIOR PER NAIL EDGES PER i ROAD SURFACE MANUFACTURER'S MANUFACTURERS777 f-- RECOMMENDATIONS RECOMMENDATIONS NOTE: PREPARE AND INSTALL PER MANUFACTURE'S RECOMMENDATIONS. L-------_--_� SECTION DETAIL - SYNTHETIC TURF SYSTEM (_A_"�� SCALE 1-1 /2"=1'-0" I BRUNDAGE LANE MEDIAN SCALE 1"=10' �1 Edge Prck Hole (ops) 0.5' x 0375' Demand Met (12mm x 91") 0125' (3mm) (key A 05' (12mm) Hoe I 0.75, pomm) Letters a 125" (3mm) J10 0.06" =0)0.375') 0.25' (60m) a375" (10mm) Stavnp Disk with R.C.E. or LS Number. NOTES: 1. TURF SQUARE FOOTAGE (SF) SHOWN IS APPROXIMATE ONLY. 2. CONTRACTOR SHALL VERIFY TURF DIMENSIONS AND LOCATIONS AND ADJUST ACCORDINGLY. 3. FINAL PAYMENT WILL BE BASED ON CONSTRUCTED FINISHED SURFACE SQUARE FOOTAGE. PC slab not to be pared ung pavang is in?lasa 9bb and lid to be 0.125` to 0.25 (bm to 7mm) below new poWng .lam 1.0' (25mm) Letters, PLAN 12.125' (0 10.75' (0; 9.875' (0. 9.5' Note: PCC Stab not to be placed untl poling is in place: 20' (06m) Square AC Powng 0.25 (Sam) Hign --. t �. la 125' (0.16m) 10875' (aAm) SECTION A—A 2.0' (54m) X(aft) ,�" `s• Plastic in joints ) g12'(ate)Dia. Concrete Pad SECTION THRU MONUMENT 0.625' (f6mm) • 0.75' (19mm) NOTES f. AH work shoes conform to the opplma * sections of the specifications entitled "Standard _4 fm cotkns, State of Cdd`amAZ Deportment of Transportalkn ; approved current editiu , and the following genera notes: 4 0 2 Castip Ad conform to the prowWws of the smdficotians for 9►eJ'-rm casMg% said des*Wmn AS1M A48, doss na JW 3 AN homes and cows shad be tough, grey cost inn, free ham o"s, eraatx swede and cod sheet and shy have a marknonAke knish. 4 The seats of frames and bea*g faces of the covens shd be machined for a smooth, non -rocking fit between the two custb►gs 5 Casting shad be Hwouodr deoned and doped twice i7 o Concave depression for preporatiar of eq$dt or cod tar and od gVied at JW O' F snrvw)ft purposes to farm a tine and tenacious seoi 6. Concrete shah eantan no additives unless prior written opprovtid is obtaned fmm the city E*ew. 7. Chwete shall be aced with a white pigvnented acing cwr4wmd complyng with sectian 90-7.01B of the Standard Speciix»tiana 8 The surface shd/ be M shed to .gw* Crowded smooth, and given a lot broom finish. 9. AN concrete used shall be Hass A'. �- 0.125" (.%m) 10. The name of the manufacturing company shah be an the of the cover. Disk shad be Leitz Disk and Sten to be 11. Poe casing shah be 10' (0.2%)1.D. steel, A.B.S, or as No 8134-13 or cost together of Bronze- di ectad by the L'ity Engineer. Gppro►rdd FILENAME: ST-211MV 0.438' x 2.0' '%ank J 0A7E 6/2/" (nrnrtn x -%nm) STANDARD OWN ic, am SURVEY M. SHAW MONUMENT N•T.& SHM"M 11 CITY OF BAKIELD DOME HEAD DISK DETAIL CALFOR14A ' ST -21 C" 4mm PUSUC WORKS OEPARIUMT 37.7'�t .......... RECORD DRAWING CERTIFICATION -/ Fj_ tws� s-as CITY RECORDS NO.: 26 28 7 30 11 0 co N W U 1E m 0 a Cu U cc U Sr rnM _ o co aU00 (0 45 N A' U- �� cQ W o .� co UCO CO0) Lu CO OP 0CO 9zCry a) 0 0 T— i s o :z m U)�Q o m 3 O ,o Z ori c IQ "!U- Eo } • Q a! app so' (ar rs��;7 ((G V z W Ca W U)U) C0 O W Ll1 z O M LL LL O 11 c W F U X(aft) ,�" `s• Plastic in joints ) g12'(ate)Dia. Concrete Pad SECTION THRU MONUMENT 0.625' (f6mm) • 0.75' (19mm) NOTES f. AH work shoes conform to the opplma * sections of the specifications entitled "Standard _4 fm cotkns, State of Cdd`amAZ Deportment of Transportalkn ; approved current editiu , and the following genera notes: 4 0 2 Castip Ad conform to the prowWws of the smdficotians for 9►eJ'-rm casMg% said des*Wmn AS1M A48, doss na JW 3 AN homes and cows shad be tough, grey cost inn, free ham o"s, eraatx swede and cod sheet and shy have a marknonAke knish. 4 The seats of frames and bea*g faces of the covens shd be machined for a smooth, non -rocking fit between the two custb►gs 5 Casting shad be Hwouodr deoned and doped twice i7 o Concave depression for preporatiar of eq$dt or cod tar and od gVied at JW O' F snrvw)ft purposes to farm a tine and tenacious seoi 6. Concrete shah eantan no additives unless prior written opprovtid is obtaned fmm the city E*ew. 7. Chwete shall be aced with a white pigvnented acing cwr4wmd complyng with sectian 90-7.01B of the Standard Speciix»tiana 8 The surface shd/ be M shed to .gw* Crowded smooth, and given a lot broom finish. 9. AN concrete used shall be Hass A'. �- 0.125" (.%m) 10. The name of the manufacturing company shah be an the of the cover. Disk shad be Leitz Disk and Sten to be 11. Poe casing shah be 10' (0.2%)1.D. steel, A.B.S, or as No 8134-13 or cost together of Bronze- di ectad by the L'ity Engineer. Gppro►rdd FILENAME: ST-211MV 0.438' x 2.0' '%ank J 0A7E 6/2/" (nrnrtn x -%nm) STANDARD OWN ic, am SURVEY M. SHAW MONUMENT N•T.& SHM"M 11 CITY OF BAKIELD DOME HEAD DISK DETAIL CALFOR14A ' ST -21 C" 4mm PUSUC WORKS OEPARIUMT 37.7'�t .......... RECORD DRAWING CERTIFICATION -/ Fj_ tws� s-as CITY RECORDS NO.: 26 28 7 30 11 0 co N W U 1E m 0 a Cu U cc U Sr rnM _ o co aU00 (0 45 N A' U- �� cQ W o .� co UCO CO0) Lu CO OP 0CO 9zCry a) 0 0 T— i s o :z m U)�Q o m 3 O ,o Z ori c IQ "!U- Eo } • Q •`•. app so' (ar rs��;7 ((G V z W Ca W U)U) C0 O W Ll1 z O M X(aft) ,�" `s• Plastic in joints ) g12'(ate)Dia. Concrete Pad SECTION THRU MONUMENT 0.625' (f6mm) • 0.75' (19mm) NOTES f. AH work shoes conform to the opplma * sections of the specifications entitled "Standard _4 fm cotkns, State of Cdd`amAZ Deportment of Transportalkn ; approved current editiu , and the following genera notes: 4 0 2 Castip Ad conform to the prowWws of the smdficotians for 9►eJ'-rm casMg% said des*Wmn AS1M A48, doss na JW 3 AN homes and cows shad be tough, grey cost inn, free ham o"s, eraatx swede and cod sheet and shy have a marknonAke knish. 4 The seats of frames and bea*g faces of the covens shd be machined for a smooth, non -rocking fit between the two custb►gs 5 Casting shad be Hwouodr deoned and doped twice i7 o Concave depression for preporatiar of eq$dt or cod tar and od gVied at JW O' F snrvw)ft purposes to farm a tine and tenacious seoi 6. Concrete shah eantan no additives unless prior written opprovtid is obtaned fmm the city E*ew. 7. Chwete shall be aced with a white pigvnented acing cwr4wmd complyng with sectian 90-7.01B of the Standard Speciix»tiana 8 The surface shd/ be M shed to .gw* Crowded smooth, and given a lot broom finish. 9. AN concrete used shall be Hass A'. �- 0.125" (.%m) 10. The name of the manufacturing company shah be an the of the cover. Disk shad be Leitz Disk and Sten to be 11. Poe casing shah be 10' (0.2%)1.D. steel, A.B.S, or as No 8134-13 or cost together of Bronze- di ectad by the L'ity Engineer. Gppro►rdd FILENAME: ST-211MV 0.438' x 2.0' '%ank J 0A7E 6/2/" (nrnrtn x -%nm) STANDARD OWN ic, am SURVEY M. SHAW MONUMENT N•T.& SHM"M 11 CITY OF BAKIELD DOME HEAD DISK DETAIL CALFOR14A ' ST -21 C" 4mm PUSUC WORKS OEPARIUMT 37.7'�t .......... RECORD DRAWING CERTIFICATION -/ Fj_ tws� s-as CITY RECORDS NO.: 26 28 7 30 11 0 co N W U 1E m 0 a Cu U cc U Sr rnM _ o co aU00 (0 45 N A' U- �� cQ W o .� co UCO CO0) Lu CO OP 0CO 9zCry a) 0 0 T— i s o :z m U)�Q o m 3 O ,o Z ori c IQ "!U- Eo SHEET NO. 03 OF 5 n CW ® ((G V z W Ca W U)U) C0 W W Ll1 z O M LL LL O 11 c W F U U � z W Cr z W U) SHEET NO. 03 OF 5