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HomeMy WebLinkAbout2295-21tiONSTRUCTiON NOTES OTY 0 CONST. ON-SITE CONC. SIDEWALK, AS SHOWN, SEE LANDSCAPE ARCHITECTS PLAN FOR DETAILS (SHT. L-4). . • 3' MAX. (DSEE OfVST. LANDSCAPE ATE PADS RCHITECTFOR PLANS OR DETAILS (SHT. L-4). PICNIC TABLES .+ 0 INSTALL 8' PVC DRAINAGE PIPE. SCHEDULE 40. VATH 45 DEGREE BEND , AS SHOWN, 350 LF 1 12" MAX. 12' 0 CONST. 18' CONC. SEATWALL AS PER LANDSCAPE ARCHITECTS PLANS (SHT_ L-4). 41SAWCUT 1 THICK SAWCUT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS D1/20 CONST. S' WIDE SIDEWALK AS PER CITY OF FONTANA STD. 105A. 1,320 LF ROCK AR 4000 I'HE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE MATCH EXIST, A.C. XI T PA 'T RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF S- UR�AC j (�) CONST. 12' DRAIN BOX PER DETAIL ON THIS SHEET 7 EA ^ONSTRUCTiON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS I i '\ i I I AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYN \ / INSTALL 2' PVC PiPE. SCHEDULE 4o WATER UNE 110 LF AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE21: TYPE "L" ADAPTER __K\\\Ns� �-� CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE AGENCY AND THE • •�.,• r�.. �8 INSTALL 4' PVC SEINER PIPE. SDR 3S, FOR FUTURE RESTROOM. 54 LF ENGINEER HARMLESS FROM ANY AND ALL UABILTY, REAL OR ALLEGED, 1» v.•: ;N CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT. �w it • I E .2 • FXCEPTiNG FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE 4" THICK 4' 4' N _ 1" THICKER THAN EXIST, A.C. �:./ INSTALL 3/4 PVC PIPE. SCHEDULE 40 ' 0 LF AGENCY OR THE ENGINEER. 3/4' ROCK AR 4000 1 c 3 PAVING SECTION, BUT NOT 2 3 �� 2 LESS THAN SNICK � 10 CONNECT 4' HOUSE LATERAL TO MAIN LINE W/CLEANOUT PER CITY OF FONTANA STANDARD 125 & 125A 1 EA UNDERGROUND UTiUTIES & STRUCTURES �- ;: > �,,, ; 11 INSTALL 2' WATER SERVICE & METER PER C.C. W.D. STD. 2A WITH REDUCED PRESSURE BACKFLOW I EA 'NE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITIES OR t'• •}. _ �- . % 4 „RUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF BACKFl RRY -�'�� '�''" �?, 4 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE No LL SLv 5 DEGREE BEND(WHERE SHOWN) 20 12 INSTALL 2' SERVICE TAP PER C.C.W-0. STD. 2. 1 EA EXISTING UTiU71ES EXCEPT THOSE SHOWN ON THESE PLANS. THE 1 SACK MIX PiPE. SEE PLAN 11`x' . .. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO �' 13 INSTALL SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A; SiZE 3. 'LTH TYPE L ADAPTER, AS SHOWN, 54 LF PROTECT THE UTILITIES SHOWN. AND IS RESPONSIBLE FOR THE PROTECTION CLEANOUT PER CITY STD 124A ANGLE A 30 DEGREES. (NOTE: ALL ASBESTOS PRODUCTS SHALL 9E PROHIBITED) 7F', AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ANGLE '. PER 4 . 14 INSTALL SEWER TERMiNAL CLEANOUT AS PER CiTY OF FONTANA STD 128. 1 EA X -S CONSTRUC NOTE R /w 'CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE » is <1_ 0 ` aEXISTING HANDICAPPED RAMPS {PROTECT IN PLACE) NAP PESPONSIBLE FOR, OR LIABLE FOR, UNAU MORiZED CHANCES OR USES OF SECTION A'- A. �Kla. THESE PIANS. ALL CHANGES TO THE PLANS MUST BE iN WRITING AND ti T $ � 9ti � 3 � � - 15 SAWCUT & REMOVE PAVEMENT. REPLACE PAVEMENT AS PER SECTION A -A. 140 SF MUST BE APPROVED BY THE PREPARER OF THESE PLANS.' OR q ti �, 17 SAWCUT do REMOVE 1' WIDE EXiST. PA dEMENT 2' 'IOER THAN 35 SF 1 ~, UNDERSIDEWALK DRAIN OPENING. REPLACE PAVEMENT AS PER SECTION A -A. SEWER FiXTURE UNITS = 26 v`'��~_ ( ) I S 18 INSTALL MODIFIED SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A; SIZE 3. 'A1TH TYPE V ADAPTER. 27 LF NATER FIXTURE UNITS = 44 _ _,' - AN A GREATER THAN 30 DEGREES. NOTE: AlL ASBESTOS PRODUCTS SHALL BE PROHIBITED. _ S � 19 INSTALL 6' PVC DRAINAGE PiPE. SCHEDULE 40 45 LF r t _ �- -� �' . \ - *1 /O/Y G?J/�.'" l/�" O,/{/ Ql'Y © EXISTING CURB: AND. GUTTER 20 INSTALL 8' 45 BEND 2 EA ? me g' EAR A4W ctrvw. Z7' 1b •w!7.jWe,W A 1,z",ow ,W,o4A ��i A'f ' 1E. . 21 SAWCUT ANO REMOVE EXISTING HANDICAPPED RAMP CURB AND GUTTER 6 PLACES ?9 AWW4W ' 7A' W* Rt tars . ' ..ZotF -~ CZHW&f ?? ,W /FA63F) 4W �' 11.,01 VG - IE.� (22 CONSTRUCT MID -BLOCK HANDICAPPED RAMP AT STREET STATION NOTED, AS PER CALTRANS STD. NSP A88 5 EA - .�: I 4 DETAIL CASE D WITHOUT DIRECTIONAL SCORING, BROOM FINISH ONLY. (INCLUDES CURB AND GUTTER) ��,,�� , ,� •� - i 23 SAWMGUT dC REMOVE t' WiDE EXIST. PAVEMENT BY RAMP 2' �liOER THAN 175 LF - - - -I.3 ;i 11 11 .- ." I D E WA LK DRAIN RAMP OPENING. R PAVEMENT A P R C Ti ON A- A. AM O EN NG. EPIACES E SE _ _ _ AND f:2- 24 SAWCUT AND REMOVE FROM BACK OF CURB EXISTING HANDICAPPED RAMP AND CONSTRUCT HANDICAPPED RAMP PER CITY OF FONTANA STD. 104A, SCORE AS INDICATED ON GRADING PLAN HEREON. ,' 48 LF 1 .00��.�' �__,_.__ _ _ _--"---_ _ _ N.T.S. 13 25 CONSTRUCT 8" CURB AND GUTTER AS PER CITY OF FONTANA STD. 10i-' ARYNC I C,L. 8 . . . 25 CONSTRUCT CLEANOUT PER CITY OF FONTANA STD. 125 & 12SA, PVC SCHEDULE 40• 4 FA . .'' 2� INSTALL W-54 "'MTH W-80 STREET SIGN AS PER CALTRANS STD. 4 EA I*1%. / I 1.� .4 -� ..- 4. � � _ - _� �,_ __­_ ____ �,-,:��- -.----, - ____, _ I . \ <- BASE { NE AVENUE All _ �,r `„\ R! L \ ,. - �� I . 5 11 5 \ �. -� �. _ _.___._ } 11111111111101 •, _ a- _-. - -- -, ?P�_f:�CATE NATER WIENER \ 21 -'e .*-, _ J � ;._ �-.,,,, ��� t-r'I ,,<, X, I \ ,_ - ERITCE V s v �t! - '11_ _» _ I , . � Ifo11 1 .'t -5 _ .�1./' . . I 0 t',. . . j \ . I % !r I - 1. I.,\ ­­ 1. I , ,_ . 1. , I .1 I . . I . 1 1. . 11 , _�l \ \ i I --,.,-. I _ , I , , . m 1% i - - I_ - , . 2 Ij . ­'_ '. 1, -e- / "I 9 1. . / , , I CIRCLE j - .1. 11 I -11 .Z�1\ \ I/ I % " 1, (yj : !,j d .1.., I- , +y. � ., . I .11 I j ; / i N ' 1. \ lx .1 . I ___ I ., / z 11 .1 --- N_, " 1, . , . ,�' 2 R / I ,.t / ; 11 "', i .// t, \ ' 4,111, , - , I'll . I \, '''"� `� � /` c, •� : J - � .� s \ . , v Ja - a . ,' i i x \ 112 4 _ t `% J �. TO h �. -•�. -r \ . , i '? ^.1-1 -i , 11 ' `a <•' i i -. . s - ,1. - __ . _ i J / / \ _ _ / ., r'" i : - - . t 8 . 1. 1 s-111. s / --7 r. ;. 9 rr 1. ` , I -'� : O .: FL P- e 1 i S . 11y_k I I- I" I I ) _'. ,. - _1� j.. 11) . J f r i' I r ' I _ T/ ;.t'� A i E i7 , , `' ,_ --- `� I � z _ I 11 t )1 rC r tt9) 1.117 1\ _ 1 y o. i J 11 " -- \ t t - v ({ � / .: ._. I, I j i +tom ^� i rF ' ' - +'3 _ x r 1. �1. "I .i _ J \, / i �.. ' i 0 -. i/ . �. ,�- , 20' NSI ON '�4 ; - <1- a / :J f, I.t -' �t y OSS SLOPE �'ti r .� _ I �R I j _ i `* ! f I \ _ I, _ `�<;-�/qj y� p GRADED +GALE `'�. '�., \, - ,6 'i [ I i _,_..,_ _ .. J ; _ _ J .,* 4 �. �% . J ``\I 11 w / i �. `�� 1 11 - 11 - I- IS. ` S r c ^ �yA d �5 - r ;� . ;=� -I.. ,,, 1 , '2• ,� TRADED SWALE � � _r INDEX MAP >_ ,\ ;1 f �- - �� -� �� ,. , `� ` \ '7` .� ,. P T t l�11 ,�`� 1 V . T uI IF f;�_______.__-_­_.1 I �. I h f ; - - .7 .--! _ `� f `\ I . . A I .;/ J ._4 _____ -1 . I , 11 . - . I . . '�\� ,.-=XTENSIONS D - _ ___.__. • .. �t�' CM i . .: ' 4' , , D. , 2. __ R , 5. _.. 7�C 6 .• `• R .� - ! - 5 . I � 7 - 71.5 I I •< \ �'' - - -+ I _,� �+ ' . S FLM R!NKING FOUNTAIN -- ; � J M sl `l -_ I .,: , 1 •�` I SEE _,ANDSCAPE ARCHi TEC'S _ ` . - 1 - a, : s �,y i ! 7� LO) �? !i J#�'�N4£TAIL � i i`4. ! f r '� ,, � x 4 :,RADED SWALE �'� t i, . /3 BARS -CONTINUOUS - ALHAMBRA FOUNDRY A-2010 GRATE I ,0 -1 1 2 1.1 11 . ,17 <,� .. . ,K N > , I41 � i '`--/ 11 1: - I ___ - ` . I—,, ' . k , ", f I I -11 -I / I . ,, I _____ ., Ia -PARKWAY TYPE 50LBS) A .s � -I vJ� ., 11 11 1, � 3 ,�� 1 C01.5 1I 1.-1. ,I I I' ~; I . f________. . I ­'. . . ..,. . I . I 1i .." .1 i I -4 BASEV.IKNOCKOU f5 (870 _3S). I. . jft , \1 1 I . : ­ . 1 `\ -I 11 `� / „t __(I "-+iN WALC ;1LCN{3CKUUTS i �t - %6! ±��� /^ ` ' t KCAL EACH SIDE) 1 r �; J�'�-71 ..Z ' 4 \� / If 11. I Y [-.(yam 1 1-1 .c .�\ ,,, V I �. /1 __-1 r f 73, i /) '� P y � I 3 C • t ,Jr - - r l �°7NCRETE SHALL BE CLASS ' A' 3fl00 PSI11 . ,d " I I & I / , I 1_-, � - ��, a`'.' 21• g �1 2 7G } S ';; \ ' , 2 i / = a ? 9 1' SSE i �1NQSCAPE r l `UICKSET GRAIN 90X AT LEFT . �R APPROVED wc;�+��CrsTa�+w gat 5 L 'I a --.----__.. 2 s� `_ _� . _.. 7. rOT LOT JE . AIL 8 O t� �\ ., ;' EQUAL BY THE CITY ENGINEER 1 ; `; F 1A.9 L '�B // _ / }2 �y'` . G / ICK TJRAIN A 9 C J 'i 6> • S� 6. f / S-1 1 , ry = T 1 •,r 9 1212 1 22L9 1N r ,5 �� `i �G J s ',s 1 h ZR �y%' F ,�5 1.� G 2424 12 1 a 4 ODER IN I � f {moi• a j. B _ MIN. •\ '' C / z 1, S ,, ,, 1 \ 0 71 0 s � .,/ 9 I-\ z DRAIN BOX DETAIL.0 f _ 17 ,. =� � 21 11 I_11 \j'�. - 11- - V ,, ~1-1 , - . / 1 - "11c, / ,,, ,G \ I I ,-, -', , '11 I // I _ I ,olj, . I � G -� / - - I 1 I I I . -.1 , , \ . ,-, I z " _, N, (�o - 4 , P-) x71 . , `` - -r ,_ , I I I !! 1\<: 2fi _ y1 ' 6 MOE 4 ✓CNST.SUMPS 'f�NO oRAiN ti.S;!' �, --'`J "� / 1' '�:, uJ ,; �Q� 3 ,�' _ �, -_W :,EAT+NALL 'EQ LAND APE .ARCHIT,EC > ''Jv` �� L ,�` . � �:P. - 'fi" TALL r `1 ANC -. TAILS H ANI I � }� ` �1 'Q) GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE iN ACCORDANCE NTH THE LASTEST EDITION OF TH f 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", ("GREEN BOOK ), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE. COMMITTEE OF THE SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC NORKS ASSOCIATION AND THE SOUTHERN CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 OF THE BUILDING CODE. LATEST EDITION. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS. FOUNDATIONS, RUBBLE. TREES. AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED NATURAL SOILS 5HALL 8E EXCAVATED TO THE SATiSFAC71ON OF THE GEOTECHNICAL ENGINEER. 4, THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE iN ACCORDANCE NTH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND AS CONTAINED IN THE GEOTECHNICAL REPORT. 5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT _.EAST 907 OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD • 70-1. OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE GEOTECHNICAL ENGINEER. S. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION. THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER. 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL T1MES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMCVED IMMEDIATELY. DUST SHAH BE CONTROLLED 9Y WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. 8. PRiOR TO THE START OF .ANY BUILDING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIAL ENGINEER AND GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PIANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE YMTHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE 'WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND ?EPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, 3UT NOT I�MITED TO SEWERS, 'WATER LINES, ELECTRICAL LINES. GAS AND LANDSCAPE RRIGATION LINES. 2. , INA r%1h9r_4: (FUTURE) 3. AN AS --GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE `M TH SAID ,RADING PLAN IS TO BE SUBMITTED TO PE BUILDING AND SAFES DIVISION �-RIOR TO RELEASE OF GRADING 3CND AND PRiOR TO FINAL GRADING *qSPEC71ON. '4. ALL SLOPES EXCEEDING 5 FEET 'N ',,'ERTICAL HEIGHT AND 'EXCEEDING 5.1 LOPE ARE TO 3E PLANTED -MTH APPROVED PLANT MATERIAL .AND PROVIDED NTH APPROVED 'WATERING SYSTEM. 15. ALL "WORK SHALL BE DONE IN ACCORDANCE WITH 'HE OEGTECHNICAL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT _19FPARED BY C.H.J., NC., 85509-31- .AND ANY AMENDMENTS HERETO, ARE HEREBY MADE A SART HFREOF. `6. MAINTAIN 5' 'v'ERTICAL CLEARANCE 3ETVWEEN WATER AND SEWER LINES. ' , HE =U NDERSIGNED CIVIL ENGINEER MLL 9E RESPONSIBLE FOR PROFESSIONAL NSPEC_90NS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING . w JADE. C.. _ _ �~�( Zz�. __ C . . O.xQ, 'I-731-14 Underground Service Alert o Call: TOLL FREE 011 1-800 4 � � 422-4133 1 1 T'+VO WORKING GAYS BEFORE YOU DIG GEGEN D - ,� �� � >/ i NCLUDED N SPECIFICATIONS � r , �,r J _.__ ,ET L-5, . 0or1 . �'� ' ; - . 4 \ 4,1 } . � d NAP � OT A PART - I.Lxt 11 1. _4', FLS 2fi ,� NIS FAC _ 5 - Z - 'f SUR / 6j 9 , FG y.-45' I3ENI7.20 �, ;; � 7 � ^S ED '�10, - n; `"': ,% 9 RFS T-. NiSHE GRAD r-. ''G 0 E R .W } y �. y&7 '�..> . �� _ 3 _h 5, ti1iN / '"..r r , ° 70.04 T `_'� c, 2 ._ . 2 41 AX 6 5 MIN ,= i `�`` 9 K 7 ♦ I " L Ow LINE / 1.7�� _ 9.9� b ) R /w RIGHT-OF-WAY �• , .; ''. .. %' ` �/ 7 a�� I/ _-j - � k-� . �� -) ` - ST. A 32.71= r .4 (,?.Z( I. ry`V� 3 s �,�► C 'OP OF CURB t EXISTING 1 ,� s) ` * - 5' BEND 20 ) V ,�.� 1 i TE Rt NE OF OUTLET ,; MIN SIDEWALK i I I i 1.. =,� ,�`� ,� ., . , { D ..- - 3 9 21 ' 7 y V `� VERT �1 , �'AX 11 1 .I a ; �i i I ? I _ � p,X �. ~ " * C _ . _ �- .. v'` / ;RAO BREAK i --,... �,. `�,�,�, ,N 2S ; .{�� R ✓'� �-1 , . �' R W L` 3 " a P -+VH POINT . N_ _ • - / O '-G '=7P OF ATE ., y _ .- " , / \� - . _ _ _� 15 11. . I . . L ,A# "I A, - �:7) ., __ s ,.� I N, OFNI _ / o ; , 17 r -� �. 1� T �,�_YiST. ELEV.L e T f} ) 7 '� ♦ �' ;? 1 -, c1) - _ _ s ;). L - ,'2 2 N TR Tl V. to n � ,t » .\ , � , , � rQ �` /pJ �~ '� t i x �F OU 5 UC ON ELEV. i I __ _ .� s SECTIONB-B SECTION C -C \ ,,, �. 1.-3_ _�_ - , r, ,N' . ✓ ,� _ _ - ; �Z;, Ett, / - xISTiNG GRAD "'L T S, i �• Z \ ,� - lid \ E N . T S. V � - - / � (`,:;- � T . - � 'RYN C I R ___.- A 4�w •.. - \ NATER PRESSURE 1S 60 P.S.I. STATIC . 00, NATER PRESSURE IS 50 P.S.I. RESIDUAL 'R ACT LOT NUMBER . �` �„- � % ~ -� a '- 5' MIN I . . .1 1 i I _' ; I `�V - ; t�riy i �� jNX z '4,�X �� ,. . . � ,1%,� . , . . ': 'ECTION "D -D" ,4 - r f 1E. al,L PICNIC TABLE +DIOL PADS ,+-ALL HAVE 2% SLOPE TOWARD *ALE. > 4- ," , DETAIL �CNCRETE PADS FOR PICNIC TABLES V 15. ;R ADED ,WALE f '" `-------- _ ,� �- �tf , DE WAL( �i T - PUBLIC WORKS R tMENt ,, RAM BY GRADING do UTILITY PLAN SCALE: H� � i VInC• ESIGNEO BY FOR HORIZ.: 1'=30� mmr / Civ Engineering •Planning •Surveying •Public Works � HERITAGE CIRCLE PARK 3821 Newport Ave., Suite 2�0 • Tustin, CA 92680-7803 • 714/544-3404 NECKED 8Y DATE: PRE PA ED UNDER THE SUPERVISION OF: RCE 3/1/� �. r' 1 V54k� ?111 � I G��3 JOB N0. APPROVED �••-rL✓. 4/.i..r� �t4lfs DR. NO. SHT. NO. J H AN GATE: -_ 3812-020 CIN ENGINEER R.C.E. 25126 2Z30 3 � � 8 i6 a, �Y ^� r,4 ° n � °r/i M" 00 � BENCH MARK CHISELED "X" N.E. CORNER OF neu�ENr AT Fooniiu BLVD. AND EAST AVE. �y67-5 ELEV. 1195.52 . .� . .mmr - ;/ ////�� _ _ ��� �r mai �vt. � / Ip -�/ ^ /, - I 11 .t. 30' 0' 30' 60' 90' w RECO DRAWING -^ 2 _, . SCALE IN FEET THE INFORMATION ON THIS DRAWING IS OBTAINED FROM i. _-�--1�. . OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE i PRIOR TO USE OR CONSTRUCTION . LAND PLAN DESIGN GROLi� . -' - I - f 1, Irl r'� ' * . PUBLICLY U N E L 3 � OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE��� � `1 \���� �\ �r';"%- /�'. ' READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND A RECORD DRAWING �_ CITY .OF FONTANA, CALIFORNIA I . PUBLIC WORKS R tMENt ,, RAM BY GRADING do UTILITY PLAN SCALE: H� � i VInC• ESIGNEO BY FOR HORIZ.: 1'=30� mmr / Civ Engineering •Planning •Surveying •Public Works � HERITAGE CIRCLE PARK 3821 Newport Ave., Suite 2�0 • Tustin, CA 92680-7803 • 714/544-3404 NECKED 8Y DATE: PRE PA ED UNDER THE SUPERVISION OF: RCE 3/1/� �. r' 1 V54k� ?111 � I G��3 JOB N0. APPROVED �••-rL✓. 4/.i..r� �t4lfs DR. NO. SHT. NO. J H AN GATE: -_ 3812-020 CIN ENGINEER R.C.E. 25126 2Z30 3 � � 8 i6 a, �Y ^� r,4 ° n � °r/i M" 00 GEOTECHNICAL ENGINEEIL• C.H.J. INCORPORATED, P.O. BOX 231, 1355 E. COOLEY DR., COLTON. CA. 92324 (714) 824-7210 JOB N0. . BENCH MARK CHISELED "X" N.E. CORNER OF neu�ENr AT Fooniiu BLVD. AND EAST AVE. �y67-5 ELEV. 1195.52 . .� . .mmr ��� �r mai �vt. � / Ip -�/ ^ .PEsr.�iy-4q�/T�oN 1y •je. REVISIONS DATE �� DATE APPROVAL APPROVAL