Loading...
HomeMy WebLinkAbout1923-D Q) ,- BENCHMARK a fkAC' CITY OF RANCHO CUCAMONGA ,( ;FU11)Rf F1l181'C: PERK SOUTHERLY LINE OF BENCH MARK N0. 165 � APPROXIMATE LOCATION OF EXISTING 6' HIGH CHAIN LINK CONSTRUCTION FENCE. 2 REMOVE OR REPLACE AS NECESSARY LOT 98, TRACT 15711-t CHISELED 10" ON TOP OF CURB, FRONT RE HYDRANT, EAST SIDE OF 1--2.5'1 ETIWANDA AVE., 0.25 MILES NORTH OF 7tFOOTHILL BLVD., NEXT TO PPj'T2785B s _ s . JOIN EXISTING GRADE ELEVATION.•1224.855 <.� t WATER SURFAC ELEV.-1201.00 E k y 4Y I Q 17 3i r I I I � c a t A -_ �• . K � III I I ,I,i � a � � � , j � ; ;'�-=_�_, • Ls I I!�j11!���1+:� i �i �,�FG Q I �' ' �" � �,�• ti ��-;,ice' , z_ L.S. a i ( � C c.W I illjl I II!li iIT t. SAN FLOOR 1X li;= or _ _ _ _t I I'Y , I.I aI - J f {• tii �"'" -fir 4.. v ' .yim Utj .�.'•' :ii. �l' - £.ii!Lq` ii ;« I i I i Z U6 I I TO _s _ I .I EX''S'1tr^ ORAINOE AEASE AI s I I I -- - -- ---- - - — — SECTION B 1 B 1 ` ) � f RANCHO .,U A INGt I ! N.T.S. PER RACI MAF '5711- `�. ?' .S. i i PtiriES `�Ei -1Qj. S 1 litl'il DAYLIGHT L/N� ti { 1 - t6ly0 0? t EXISTING/PROPOSED TEMPORARY 6' HiGH INSTALL 6 HIGH CHAIN LINK FENCE I I I'�Illi . l � _: - _. CHAIN K CONST ` UN RUCTION FENCE TO BE :. !o r I �: i' 'I ';i i 'l i I i I ' �-� /,# / `n ----- - ----► \ REMOVED _ B Ile PROPOSED TOP ,; -i .-, I ,I i . OF SLOPE , 0 ~ I2' JOIN EXISTING GRADE +44 4 E, EXiS I NG TOP OF SLOPE EXISTING GRADE I �,c. � <�� Q WATER SURFACE ELEV.-1201.00 Ir a t 1 c f.='1207.80Uj G.c 4 208,20 p .. t' I ' ,�`•r'e�I) .Iii ('ll�+l) :Fill �Q� �Q / iia -7I:ilE-'+�{� -'' r _ _ �F ' ww ; ` N -' ..'Y aa, / pt"�i -� ! z t 4 I I i►Iib�II Iit _ �� / '. lit TOE I.. EXISTING TOE / PROPOSED ^+i i 1 rm -.�`'� b OF SLOPE OF SLOPE � � : � (I _ i - x o► i l• + ¢ Ij!! I I! 2 BASIN FLOOR 1X ' " a)nl Jr Y I i.F � Q SECTION B2 — B2 — N.T.S. CL a ' <'�. / Ij � � 1 27 > r � xZ TABULATION of TOTAL REQUIRED EARTHWORK QUANTITIES FOR THE PROJECT ARE AS FOLLOWS: I' - � BASIN CAPACITIES (bp Project) t i 20,690 C.Y. GROSS CUT -_ ae . . , TRACT 15711 28.3 cc.-ft 4h Ekl4 . EAR. i 510 i ' ► s THE ABOVE QUANTITIES DO NOT ACCOUNT FOR SHRINKAGE, SUBSIDENCE, SUBEXCAVATION, TRACT 16105 31.8 ac.-ft WIND LOSSES y LOSSES DUE TO SUBEXCAVATiON, CLEAR AND GRUB LOSSES, , LOSSES / t t FROM TRENCH SPOILS, ETC. THE QUANTITIES ARE NOTED ON THESE PLANS BY THE TRACT 16181 37.2 ac.-ft Cl i ENGINEER SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE TRACT 16257/16347 45.3 ac.—ft CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF ('� ,��. ! / QUANTITIES AND A/ COMPLETE JOB. Q i' ' r' TRACT 16454 16455 58.6 0C.-ft I I i 1#80 a £�Rtk-E ^� �E i or 0- o , W lfk OT fsj�NC a i g ° I T n i DESCRIPTION of R E VI S I O N _ ! DATE _ ! APPROVED CITY of RANCHO CUCAMONGA EXiS vC,P SE'NfEk-� DETENTION BASIN COt� -TRIiCTION TO BE j f T / PROIECTEE> IN PEACE x I , ,r _ + _ �� �_ EXPA NSION PLA N t TRA C T 16454 & TRA C T 16455 APPROVED BY: DATE. , Underground Service Alert � - Exlh�"`' ,F.' �'=�'r EXI 1N CITY ENGINEER RCE: 24953 DESIGN RE DED CALL � , _ _ - ,; �. _ _ _ _ ___ __ __.. - - ...- � � � , MADOLE ASSOCIATES, INC. TALL FREE N0. 62183 CONSULTING NANDI PLANNEIRSERS 1 -800 Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 _ RANCHO CCUCAMONGA, CA 91730 SHEET 0 9) 948-1311 227-2600 CIVIL OF IFS 1 1 CA11 CHECKED RCE No 62183 ' DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG FOOTHILL (ROUTE 66j ROUL£VARD . DATE 'C"'N"? FILE No 19a 3-D PROJECT SHEET N0. OF J-\652-16681DETBASIN.dwa.10!09/2(X13 OH5206 AM.C