Loading...
HomeMy WebLinkAbout2290-4CONSTRUCTION NOTES ITEM DESCRIPTION PRECISE GRADING CONSTRUCTION NOTES O CONSTRUCT 10' WIDE CONCRETE SIDEWALK, AS SHOWN, SEE LANDSCAPE ARCHITECT PLAN FOR DETAIL E ON SHEET LD -1. CONSTRUCT 8' WIDE CONCRETE SIDEWALK, AS SHOWN, SEE LANDSCAPE ARCHITECT PLAN FOR DETAIL E ON SHEET LD -1. O3 PROTECT IN PLACE. ® CONSTRUCT 12" DRAIN BOX PER DETAIL 4 ON SHEET 1. Q5 INSTALL 10" PVC DRAINAGE PIPE, SDR 35 WITH FITTINGS, AS SHOWN © CONSTRUCT DRAIN OUTLET PER DETAIL 6 ON SHEET 1 ® INSTALL SEAL TIGHT INSERT LID ON EXISTING SEWER MANHOLE, SOUTH BAY FOUNDRY STD. A -26-A, TEL. NO. (714)474-8481, OR EQUAL. 90 CONSTRUCT CONCRETE SWALE PER DETAIL D -D ON SHEET 1 11 REMOVE EXISTING CHAIN LINK FENCING 12 0M T W Z, U % Q ' EXISTING 30"' HP GAS MAIN 5.5'± COVER EXISTING 30' HP GAS MAIN 3.3'± COVER TRAIL LIGHT LOCATION VARIES— SEE PLANS LC -1 THROUGH LC -3. GRASS IMPORTANT S.C.G. & M.W.D. NOTICE SOUTHERN CALIFORNIA GAS COMPANY S.C.G.) AND THE METROPOLITAN WATER DISTRICT (M.W.D.) REQUIRE SAFETY CONSIDERATIONS TO THEIR PIPELINES DURING CONSTRUCTION PHASE. A REPRESENTATIVE OF EACH COMPANY MUST OBSERVE THE EXCAVATION AROUND OR NEAR THEIR PIPELINE FACILITIES, TO INSURE THEIR PROTECTION AND TO RECORD PERTINENT DATA NECESSARY FOR THEIR OPERATIONS. NO MECHANICAL EQUIPMENT WILL BE PERMITTED TO OPERATE WITHIN THREE (3) FEET OF THE PIPLINES, AND ANY CLOSER WORK MUST BE DONE BY HAND. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR S.C.G. OBSERVATION BY CALLING (714) 634-3199 AND FOR M.W.D. OBSERVATION AT (909) 392-2435, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. / RpF E SS/pN � URT yp q1�2 z w NO.26229 rn EXp.3/31/94 7�C 71� Civil- lFOF CA15 I VARIES -CONSTRUCTION LIMITS 100' S.C.G. EASEMENT EXIST. WOODEN �- GRASS EXIST. TRACT FENCE 11 15' GRADED SWALE BUILDING PAD Sz S=1% MIN 2% MIN I SHRUB 20T MAx 20% MAX SHRI SHRUB d� GROUND SECTION E -E N.T.S. Underground Service Alert BEFORE yoG �P,y o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG EXIST. GRADE TRAIL LIGHT LOCATION VARIES- /r'7SEE PLANS LC1 THROUGH LC -3. 400' UTILITY CORRIDOR i i CONCRETE SWALE I VARIES =1% MIN sz MIW EXIST. DIRT GRADE U;zr- -- — -- DAYLIGHT OR CONSTRUCTION LIMITS DIRT JOIN EXISTING GRADE SECTION 13-13 tx <1 ._`, N.T.S. / J !• \\ %• -\.-_ \ /• ;� t l t 11 `/ _ 1 L %0 -% j l % .C?7 l; I � LTJ ``.`\. '-__--'' �_�% -..••,'� I if i • \'., NVj6 ;LINE IOF COf RIDOR , , — •; .r r; 1t, `—t*, —t+t- _�+r +�+'---ate+ ,,; �- MWD CQ -R -R I D U INV + 144" NJD WATERLINE \ �- '-- �.N \, ' {8 —10 CPTH OF COVER) ` \S C E,0 RRID + D" d. Q CONTOURS TI i {� I' ------------------------- + O \ \, X254 r ` ._... . - 44.0± TOP GAS + 35',O± INV. SEWER ' «• ` f � bAYLIGH + ! � -- — _. — f '' /�',`--- CI STI N G 30 — ? -` k> H P GAS M A " CONCRETE S �--�, 'I X46 EXISTING30 48.s g (( S-1 MIN Si �' __ 't HP GAS/'MAIN \ So _ _ -L ---------- ---------' -------- ---------------48 -c-� \` -------49 - -- --- --� —`- ----- -- --------------------- ---- —------- ---- - -- ---`5`3 ----------------- - ----- Ge !D SHEET1 54 x 1.2% 48— ' a -� 50 51 r D / 52 _ r� "' iY G a - i + 53 \ + 4, , SSG :`0 _OR ->- �_ ` c - •c` }. i i� -- 00F So s, S=1% 141) A CK 48 ` 4.7 P . '✓,'j '! �`�+8`9 Pi ° ` \ 49.3 P _ �. , F :53.2: 5 i \!� 1' 55 10 FS 4I81i*1 ` / EXI T. SIDEWOF CORRIDO A TRACT B0U ............................. \ —'— �G o 14a J ' __ _ — f ' j !i •� C> i • l 'ti I \ '; i (� !,7'� I_/t� r i I j f \ '{\ i i� t I it % �, ! SIDEWA; 1 % Ji �� I I I D rr i ;: � r � + -I r-\.(-) r) r :I Q U <1C, - , SBCFCD SCG SBCFCD SCG R R/W R/W R/W R/W EXISTING GROUND—,,,,. EXISTING GROUND �- �.��,\ SHRUBS '' I I �•'' I GRASS GRASS ` GRASS DIRT .\ DIRT --J_ Jam_ � — ----------------L—T----r— PROPOSED SHRUB PROPOSED CONC. SWALE GkNC. WALK CONC- S ALE MOWSTRIP tri c�c�Tin�i c c 0Cr`71nKI N.T.S. _ - - _ _ f��t�•0 SET � I&man, c. � Civil Engineering � Planning •Surveying •Public Works 13821 Newport Ave., Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 PREPARED UNDER THE SUPERVISION OF: N C. HOGAN .C.E. 26229 DATE: NO. REVISIONS A. RE C0 R 0 -_ --D R AW I N G cn•" BENCH MARK: FWE 1 USCGS STATION "PACEL: 1963.9'± E/0 RAILROAD TRACKS & 28'± S/0 BASE LINE AVENUE. 1.1 MILES E/O EAST AVENUE. SAME AS CITY BM NO. 364. ' ENGR'S. DATE CITY DATE ELEVATION 1301.54 APPROVAL APPROVAL SOILS ENGINEER: CHJ INCORPORATED P.O. BOX 231 1355 E. COOLEY DRIVE COLTON, CA 92324 (909) 824-7210 PROJECT ADDRESS: 7379 SOUTH HERITAGE CIRCLE FONTANA, CA. 92335 LEGEND: * INCLUDED IN SPECIFICATIONS T.C. TOP OF CURB ELEVATION T.G. TOP OF GRATE F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION F.G. FINISH GROUND ELEVATION 36.1 P EXISTING PAD ELEVATION H.P. HIGH POINT ELEVATION EXISTING DIRECTION OF FLOW X EXISTING SPOT ELEVATION G.B. GRADE BREAK Y— INDICATES 2:1 SLOPE —35— PROPOSED CONTOUR EXISTING CONTOUR DAYLIGHT LINE OR CONST. LIMITS CENTERLINE BW BACK OF WALK LP LOW POINT SMH SEWER MANHOLE W WATER � .�L S SEWER W Z U I— Q EXISTING 30" HP GAS MAIN 5.5'± COVER EXISTING 30" HP GAS MAIN 5.5'± COVER wa°Oww z°Noah O O z U z H woo°aij� Q>w>4co z�CaHH� H0zahcn �a�HHw EiW14UaH a1HGa<HE+ Ow 0;4()9 cnW°zowa Hx<z Eiaxow 0 ozx z a�DE4 HH -00 �Wowum oHEizwo wU�>W cr7H."� °H HaaaM xWEio�H Ei9to4.., a zwowa� 0MU�_l zHaH zw z°a°zrA r< HEizW0zzW 3� cnw0W �zCa�CnHW W az WE- W Q0409H N 0 z M EiwaW 9Haa0WHM 0 wozCaoD W xI.P%Mawo 9Ei0wH0ZE-4 SOUTH HERITAGE CIRCLE VICINITY MAP ` N.T.S. GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft PUBLICLY FUNDED G 2... CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: 00`�'� LL PRECISE GRADING PLAN HORIZ.: 1"=40' DESIGNED BY FOR VILLAGE OF HERITAGE °'� LL JCH CKED BY UTILITY CORRIDOR PARK °; /23/93 °' oc I� JOB NO. DR. NO. SHT. NO. o Z.•.r- yy APPROVED liG�.ea I 3812-026 CITY ENGINEER R.C.E. 25126 2290 2 OF 3 o� nPAWING NCS_ 99QO SHEET 4 ()F 93 .IN_ _AR12;_n9 __�