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HomeMy WebLinkAbout544 Ou,4AIf I TIES E wS TIMA TE OF ITEM CHURCH STREET ►: GIe in a '-Site Pre titian Lump Sum L.S. Includes-Misc. Removals 2. Excavation & Grading Lump Sum �L, . See Grading Plan . �. S.F. See Note 1 . U �. 0.20', Asphaltic. Concrete Pavement 127,065 z 4 0.33 . Class 'II A re ate Base 127 5 S.F. See Note l w - , q �U WEMLOCK 57 E:E r 5988 L.F. Per std. 115 r 5 P.C.G. curb a Gutter 8"c.F. 6. P.C.C. Curb Only "C.F. N1367 . L.F. Returns n ;4 z ,�BLOt�d1� •� a 7. P.C.C. Cross Gutter andreZ 3012 S,F. Per Std 119 - 2 a c 22,375 S. Per Std. 109 y > T A SrA�� 27 " 8. P.C.C. Sidewalk See plan for width) 1� 9. 4« P.C.C. Drivewa A roach 7098 S.F. Per Std. 128 10. � Stone Wall 688 `L.F <� e 6 Hz h. Slum ti33 4'. High Slump Stone 'Wall 5/ ° "' Cry 0� Q C�` 12. 3'. High Retaining .Wall 416 L.F sA 447 �' '�, � ,,�% ��'� � Zia�' , 303 L.F. 54 0 ` �} V 13. 5 . High Retainin Wall 32 `Y 6 Each Per Std. 303 14; Street Name Sign. Earb ti 15. Ad 'us S ,A.w.t ENA ® iuo ® I �,� ^ `� vV �a v�G�� Each ��, s ea rz rz aD .$ -o ® N� �, Q p 1 S. Adjust Sewer cleanout to Grade .'� �, '�� 1?. concrete Swales 3 Each eP 3®' .�- I ��.�� � �, 158 L.F. 44 R-22p ��p2 �� ,�, P Q F �. CMP 14 GA. - 158 L.F. 3°'�:�8' 4 Q `--� i 5 �a 'a4. �, .k' `b. s ��, x1 .� , Q 2 .Each See sheet 5•of 5 , _ ? 6 azn O. er Std, f? et 4 3 GO A .Outlet Structure er Std-. 206 Each See sheet 5 of 5 a ®� � ; _ arrd Care ia,n a free � _ Ifems for.Hemlock between Tacf.Bdr . ��.® -''�MA `• - R�Moi;E 1 , 0.20'. As haltic Concrete Pav nt 318 7 5 NSA - - `� x/..5`T. 2 Bll1WQFF t�L ��vn ( NATE HWY. tU« 9) 39.60'zosc �? 6 T 5�.Q'r Zso�_ 20 '' Z �r jas•oo� "� 2® Q.33� Class II A re a e a 3 875 FOOTH � s - ® �, dE2 080 �'.F See ("r�ac�n air �2 GK®RY H 7z•Q �., co R 2, ZZ ,' va 3, A.C. DI-I'vew,3Y o H1 ''2'®° �N� vAev� - �D 0 2� GSE m P G.G. Curb a Gutter 8"C F. VICINITY MAP Gal �, 4. Remove �aCAL.E: r=500' ° ` � .�. .� �; yTA` t 5. Remove 4"' P.G.C. Sidewalk 328 S.F. W S° 5 5 12 '�' 3` 1� y �g.o Pi IN Remove A.C. Pavement 4505 S.F. o 54 �, 29a3' �R�� ®• 20 ,Z ��► 7. R�lc►cae ,�'i'yn l Eac $ 53 5 h�2 RG,2�® 7. . 50 _ 052 0 F� �� 5 ► D f / IN T - �' 5 �1` yU' 12' its d/4# 111,0111 55 ��Lbf2AgfgN18 coo2 �z5o. BGG Z��y ® el®wo 1 �_ e8� ,a �y1' v 1� g _ `� 1 sh A'16 N 44. �,"7 t 2 �g•r �'r � •� � 15 50.0®' W co ', '� r ! w 7 ti ;� IN y 9 sem• a �$ 4' $°'O`� f'�' 'a 5°` 1 GENERAL CT 0. Ell tyj �o /7� Z �Z ' 0 EMBER 1975 I PREPARED THE PLANS OF DOMESTIC WATER SYSTEM I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS .AND THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINQ. c� ® THIS, CERTIFIES THAT I N N V r "� �2'� I I FOR TRACT NO. 8988 AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION of THE t4 vQ _� s• r AMERICAN WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS FOR 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 & 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. $ 71.54' ' HE K ,2.5a ! � MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR tc N DOMESTIC 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT H or SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL 5 >6 �� VA � � µ THE DISTRIBUTION SYSTEM AND TRANSMISSfON MAIN AT THE PONT OF SUPPLY TO THIS TRACT ARE BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. ® .I 250' '' ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION 5.21 sus®, ? 2' OF THE ABOVE NOTED STANDARDS® 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND � WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. M. �Q. �. x 7 .cao' 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY -26 T E ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. 2 REGISTERED CIVIL ENG I NEER NO. DATE L=2QWATER 5 y A N LO) C"")EX" M"A Pft 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR i,.,ao� ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE THIS CERTIFITES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE HEREBY SHOWN ON THESE NS APPROVED BY THE'CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING AND ABLE TO 7_ SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA. 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN !�v t THE SAN BERNARD IND COUNTY EASEMENTS OR RIGHTS-OF-WAY. a w 9. ROAD DEPARTMENT APPR4V.AL DOES -NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. FORM TO THE SPECIFICATIONS F I CATI ONS AND REQUIREMENTS REMENTS OF THE DATE I . THE ENTIRE WATER SYSTEM SHALL CON S I GNED-ASSIST. GEN. MGR» 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.. V.Q �,, CUCAMONGA COUNTY WATER DISTRICT. it II . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATIQN, SHALL BE SET BY THE CQNTRAGTOR .OR ENGINEER. THE STAKES SHALL 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30 MIN. COVER AND SHALL BE FLUSHED AND BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN'O.OI. FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT w •h� DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. q�+ FIRE PROTECTION SYSTEM APPROVED INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR Q E IS 5 P.S.1 F R TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION. PERSONNEL. Q / 3. THE STATIC WATER PRESSURE 6 �./�/ � �,, ` 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL 'LOT, PRIOR TO PAYING. w 4. LEGEND: oZ 746 q 1�♦ to FOOTHILL FIRE DISTRfGT 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING .ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PER Qog 4, R11, L /- /' / le / INDICATES STEEL, CEMENT LINED, 40 LB. FELT WRAPPED PIPE. F MARSHAL FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS Mac .--- INDICATES. EXISTING WATER MAIN.It) ADMINSTRATION DIVISION QF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. INDICATES 6"GATE VALVE & VALVE BOX ASSEMBLY. 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD -'- -"" DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. INDICATES FIRE HYDRANT ASSEMBLY (6" X 4" X 2 {j2"}. ?►- � (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. . INDICATES I" WATER SERVICE CONNECTION TO BE INSTALLED. (B) STABILITY, OIL .CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. d , ----� I ND CATES 2" BLOWOFF ASSEMBLY. CONSTRUCTION BENCH MA `15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL CONFORM TO STANDARD DRAWINGS OF THE ROAD DEPT. ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A l 84 6 5. FIRE HYDRANT INSTALLATIONS SH Chis. "o 11 South side of existing driveway 1 STD. SPECIFICATIONS. QUALITY BETTER THAN THE, NATIVE MATERIAL. opposite power pole 0. 1911253E G nelzan ,� / ,, 6. ALL WATER MAINS TO BE GEMENT MORTAR LINED AND WRAPPED STEEL PIPE. L� ,! 1 �a A S ANA R _ -1-EW---AND----ELL�f • ,/ 6 PIPE PE TO BE 12 G Street. -7 Co n.tractor is responsible for securing from the water •�.evation: 1267:79 • district copies of standard specifications,. including �' A drawings , for the installation of the proposed water Chis " oil South side of Hemlock Street s stem. y.. at end of curb. Elevation: 1270.9 MARK oQ MINSAN BERNARDINO COUNTY NC MARK T.I. SCHEDULE a �° SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR .� Contractor agrees that he shall assume sole and complete responsibility for job site OF 0 UM 07 WIF TIA ES N ., 7 3 GARNET STREET ^4.5 &r0w^T1MA0wwfflmri conditions during the course of construction of this Project, including safety of all persons ANNEW MARKS 0,r.Mile West along Foothill Ivd., from Archibald HEMLOCK STREET �® 5.5 and property; that this requirement shall apply continuously aDEWRlPT10N 11N17 REnd not be limited to norma TEMAvenue at . corner Hellman Avenue and Foothill HICKORY CIRCLE :. working hours; and that the Contractor shall defend, indemnify and hold the Owner and 3510 L.F. Incl. Tees a Misc. Fittings - 5.0 the Engineer harmless from any and all liability, real or alleged, in connection with the 6" Water Main ,02 12 a. CML a arising from t sole n ►�, � Blvd. 13 feet East of Hellman Avenue and 5Q feet � � ' Valve Bax Assembly _ performance o£ work on.this Project, excepting..for liability ar° 'ng f he egli- PECAN COURT i 61..5 11 Assembly $ Each Incl. 6 Gate Valve - North of �, Foothill� Ivd. , found drive pin with C. genre of the Owner or the Engineer. ,► 3 Each Incl. Valve, Box Assembly � REEVES COURT � 4.5 70 Each ' ' Tag in-.top o curb -at S.E. corner of FI d Channel. 1►ertions b 6 Each :Incl. Valve Box Assembly Date Elevation.-: 1Q5�.224. RCE No. 21104 Adjust Valve ox to Grade ANS No. !2 Eacf1 4, COUNTYI IMPROVEMENT L ASSOCIATED ENGINEERS IL RUAL) ru" E PA OR T ma" E ` T TRACT N r r r o STREET 1 `I 316 EAST T 6 ®�:wgn.d By ova Y INDEX, AP 'GENERAL NOTES ' Drawn y I d. 714- 1 4$S-T. R®Ap co r$�`®N - GR. DTE ESTI ATE -� . .QUANTITIES cn� cke Bx ` r . Recommendedy PPR REVISIONSDAT euNTY ENGINEER CUCA A ,,�DI�ST ICT T R c yi i►a� DAT 74'57 vel gICKORY o v X�• Leve/ Line Ys' / ' 36 :E"L 0 CK 33' 02 couR7 �zE sHEE� � s STREET /0-9 0 S' Q'1 07 / 2 TYPICAL SECTION HEMLOCK STREET SCAZeS: HOR/Z. 1`=/0" re'V7 /1= 4, ok .JD W. gyp` v Go `b z0. CWTR'UCTION NOTE 1. Const. P.C.C. Curb (8") 8 Gutter per Std. Wo. 115. 2. Const.. P.C.C. Sidewalk per Std. No. 109, Type B. 3. Const. A.C. Pavement per Qm7pert-TNote W. 16; CO.ZOWC. over nafwe) 0 4. Const. P.C.C. Cross Gutter & Spandrel per Std. No. 119. 5. Const. Sidewalk Ramp per Std. No. 110. 6. Const. P.C.C. Sidewalk per Std. No. 109, Type C. CU�P►�E R C/RCL SEE SHEEP i W T ` i 95-405' 33.40' 1?. 09' OB2lD' 8s4'/8'¢5" 29.43' A9,11' O m, a •v'el" 17-65' W W VW' 20'/8'/9" 88.60' 44.77' Of tT1' Pb'/8'/9" 95-40' W GO ?72' /4 V.117' //.09' Q 250' /z-m-'fR" ".c0' 216.co' ✓� r 71'29' /6" 284.49' 164,10' O � 34614-r.??" X�• Leve/ Line Ys' / ' 36 :E"L 0 CK 33' 02 couR7 �zE sHEE� � s STREET /0-9 0 S' Q'1 07 / 2 TYPICAL SECTION HEMLOCK STREET SCAZeS: HOR/Z. 1`=/0" re'V7 /1= 4, ok .JD W. gyp` v Go `b z0. CWTR'UCTION NOTE 1. Const. P.C.C. Curb (8") 8 Gutter per Std. Wo. 115. 2. Const.. P.C.C. Sidewalk per Std. No. 109, Type B. 3. Const. A.C. Pavement per Qm7pert-TNote W. 16; CO.ZOWC. over nafwe) 0 4. Const. P.C.C. Cross Gutter & Spandrel per Std. No. 119. 5. Const. Sidewalk Ramp per Std. No. 110. 6. Const. P.C.C. Sidewalk per Std. No. 109, Type C. CU�P►�E R d L T AO e'!7' 95-405' 33.40' 1?. 09' OB2lD' 8s4'/8'¢5" 29.43' A9,11' O m, a •v'el" 17-65' OE VW' 20'/8'/9" 88.60' 44.77' Of tT1' Pb'/8'/9" 95-40' 48.71' GO ?72' 4.40'09" V.117' //.09' Q 250' /z-m-'fR" ".c0' 216.co' ✓� 428' 71'29' /6" 284.49' 164,10' O ?50' 34614-r.??" /66.916' 87.85' LO Z92' 23.46''40?" //2.83' 57.24' O Z72' /4.25109" se. 45' 34.4/' ON ?SO' 2/'/8'5/" 93.07' 4704' O 27' 93'0/'33" 31.47' OP t'M' 9000c,00" 3/.42' 2l�Gt7' O 02' 3G' 52'/2" 39.90' R 97' RO 39' 253.44'2►4' 08.29' A b TYPICAL . SECTION REEVES COURT ASSOCIATED ENGINEERSFIEBOOK REF. 346 EAST "E" STREETONTARIO, CALIF. 91764 714- 986-5818 R.C.E. 21104 DATE REVISIONS 66 ,DE TA /L "A " COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w. O NO. ROAD DEPARTMENT TRACT NO. 8988 ROAD NO Oeiignea By _ APr'OVE L) BY Drawn B 3 �s),c HEMLOCK STREET 81 REEVES COURT FILE NO, Chocked By Q'PA'�:�^v� ASST ROAD CONS STONER-ENGR. DATE j _ Recommended By r Wc'.-i N 'O' 5 qq_ APPR GATE MUNNITTNG IN EER Tpr WCAMONGA mgTRiCT SHEET 3 d 5 74-57 I •fid in h i 1t 4f9 Z S6' 3.24' _6'7.00' 0 G ¢ r •'� ,o 5/ b 0+75.05 63 d. C. a Q t42 00 E. C. l y C � A W v�W TYPICAL SECTION HICKOR Y CIRCLE SC4ZE$.• NO/t/z. /'=/O , rfR r. /"" 4' ". 01441 A0 8 Alf 5fo. 7,144 // to 8,' 70.07 S 0 0 60 07 0 TV r -O /13-71, 67.00 63.78 / k2' I 50.00' 72.00' 71.00' 72.00' ,B.C. R O 2*4/.02 E.0 Qo 52 SS 54 55 N O ti 5 w OjQ2.00 D�. oQY C p 4 �, A NKK pCX )k 0 NEM 9 HICKORY CIRCLE 41 V �• +fd 69' i P C routs _ 56 } IQ V Iv 0 57 C• E 3, Bfi� 07 -40 o Mq 3 9� 17 I I I �✓ 6 `� \'� 4 c s n1O U 0C 0 H/CKORY CIRCLE _ , o y I3+70.09 t HEMLOCK Sr. _ to CONSTRUCTION NOTES I. Const. P.C.C. Curb (8") 8 butter per'Std. No. 115. 2. Const. P.C.C. Sidewalk per Std. No. 109, Type B. 3. Const. A.C. Pavement . (O.Zo'A.C. over na4hle) 4. Const. P.C.C. Cross Gutter 8 Spandrel per Std. No. 119. 5. Const. Sidewalk Ramp per Std. No. 110. /. TYPICAL SECTION HICKOR Y CIRCLE SC4CE5• !S>b. 3155.52 fo 6f ,� 52 5' --- - CURB - WM E DATA FIELD BOOK REF CL�iPt�F R d L r O ZO' 90'GY/010" 3/.42' 20.00' O W, 9504/'/5" 39.40' 22.09' O 20' tw/8"es" DO 268' A%" 25'25" 915.53' 'e-28, EO em, c' - 25'28' 05../Z' 'C5' 04' O ZK' C 5 25'88 " M. V' 41.7-9' GO 232' //' 36'50" 47.03' 23.59' O 250' /7036'44' X'.85' 38.73' O 240' /7'36'44 " 82.38' 41.52' O CZ' 280 X'59" 30.75' 15.70' [O M' /35~ 5 '2'7' /37.63" O SO' X7.00'00 78.54' -W.00' NO V' .910'00'00" &0.27' 32.A7' OO 62' 23033'22" 25.49' /2.93' O 62' 23-33'0f" 25.49' /2.93' O 58' //6.49'48" /20.27' 3e.10' O 3?' 7/' 42'00' 40.04' 2J. /2' O 50' 7/' 42'60" G?. 57' 36. /3' I •fid in h i 1t 4f9 Z S6' 3.24' _6'7.00' 0 G ¢ r •'� ,o 5/ b 0+75.05 63 d. C. a Q t42 00 E. C. l y C � A W v�W TYPICAL SECTION HICKOR Y CIRCLE SC4ZE$.• NO/t/z. /'=/O , rfR r. /"" 4' ". 01441 A0 8 Alf 5fo. 7,144 // to 8,' 70.07 S 0 0 60 07 0 TV r -O /13-71, 67.00 63.78 / k2' I 50.00' 72.00' 71.00' 72.00' ,B.C. R O 2*4/.02 E.0 Qo 52 SS 54 55 N O ti 5 w OjQ2.00 D�. oQY C p 4 �, A NKK pCX )k 0 NEM 9 HICKORY CIRCLE 41 V �• +fd 69' i P C routs _ 56 } IQ V Iv 0 57 C• E 3, Bfi� 07 -40 o Mq 3 9� 17 I I I �✓ 6 `� \'� 4 c s n1O U 0C 0 H/CKORY CIRCLE _ , o y I3+70.09 t HEMLOCK Sr. _ to CONSTRUCTION NOTES I. Const. P.C.C. Curb (8") 8 butter per'Std. No. 115. 2. Const. P.C.C. Sidewalk per Std. No. 109, Type B. 3. Const. A.C. Pavement . (O.Zo'A.C. over na4hle) 4. Const. P.C.C. Cross Gutter 8 Spandrel per Std. No. 119. 5. Const. Sidewalk Ramp per Std. No. 110. /. TYPICAL SECTION HICKOR Y CIRCLE SC4CE5• !S>b. 3155.52 fo 6f ,� 52 5' --- - ASSOCIATED ENGINEERS 316 EAST 'E" STREET ONTARIO, CALIF. 91764 714 - 986 - 5818 E. 21104 o�TE FIELD BOOK REF COUNTY OF SAN BERNARDINO ROAD DEPARTMENT IMPROVEMENT PLANS TRACT NO. 8988 HICKORY CIRCLE CUCAMONGA DISTRICT W. 0. NO. C 1 t ROAD NO. Designed By Drown 8 APPrZOVED BY 31S(7( ASST ROAD COMM ISSIO -ENGR. DATE OUNTY N N ER DATE . _ of _5 _ 4R.C. F Checked By Q' J1s'leF��1 Recommended By ARK REVISIONS APPR DATE 74-57 •{ •Z7/57.SU^ redo` V.C. I Y.f/.•75..9 /280. �K. 1 "157'. SZI F AT 1 Al e1W Li /280 ti a e Q a • � � 14 Q$ TOP of ^ham^ w.cu�PB p ¢0 Poi 0, NEMLOCK a E SEE SN ►11•N O AvEW"ME EX. ZA47WWZ ANV 3 P L A N cb © 5/8' 11`47'/0" 106.56' 33.47' oo CONST C O. PEiP ,ST Z06 X --f' INL ET 70 a : OUTLET, E9. D 1 �S - = 228-//'23" 151.34' f�D CURB - MWE DA 7AICY 58'2442" G3.2/' 346C' EO c / -33'51 " /3. /G' C. 56' O 5-00' I -33' S! " /3.65' 918 R7 /45./7' ZYP/C�l L SECRON PECAN CouRT .4rwrS• //OR/Z. / "=/O'. YERT. /"= 4' CONSTRUCTION NOTES Sx 30 CONST. 24"' N CS'PrM GA.) 0 079 � icknes) ► �o �.yVol, 2 W //2 5a' VK'All \ as ? •-1 0/•o9•t9'w _Be �W_ ' \ . �► . �4ss `/ (, CbuST. OUTLET ,f�3PCKTlI,Pf _ N ro ?766' 00' 32.58 , s.�o 5 \\ bpd?6 A �' O \ q:zjA \ ` P \ 44 \ 1 N oil24 25 R � saw , N i 3w �' I. Const. P.C.C. Curb (8") 8 Gutter per'Std. No. 115. 2. Const. P.C.C. Sidewalk per Std. No. 109, Type C. 3. Const. A.C. Pavement mr Gemerallote-Ne -16. (0.2o'A.c over no+414 A 4. Const. P.C.C. Cross Gutter a Spandrel per Std. No. 119. 5. Const.. Sidewalk Ramp per Std. No. 110. F ASSOCIATED ENGINEERS 316 EAST "E" STREET ONTARIO, CALIF. 91764 714- 986-5818 GARNET FREES r 0 _7 I h yeti , IN 7_rP1CAL SECTION GARNET S rw-ET S1,X1E5- NOP/Z. /"c/0, VERT. / "= 4' FIELD BOOKREF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 NO. �JA'cd_ fir. Secf�on ROAD DEPARTMENT TRACT NO. 8988 _ ROAD N0. Designed By APMOVED BY Drown8y ts--yc PECAN COURT 81 GARNET STREET FILE NO. fFASST. ROAD COMMISSIONER F GR. DATE Checked By eo �'« w � Recommended By . 1V0• MARK REVISIONS APPR DATE WUMNIY ENGINEER 31Cfi* CUCAMONGA DISTRICT SHEET __5 of __5 74-57 © 5/8' 11`47'/0" 106.56' 33.47' OC 38' 228-//'23" 151.34' f�D G2' 58'2442" G3.2/' 346C' EO 482' / -33'51 " /3. /G' C. 56' O 5-00' I -33' S! " /3.65' 6.83' © /45./7' 35-5542" 9/.03' 47.07' /43' ?8'28'56" 7409' 3G.29' OJ /t5' W"M'56" G2. /4' 31-73' OK /07' 28'28 :56" 53.19' 27 /6' O GZ' 53°07'52" 57.49' 3A00' OM 38' 233'07 52" 15.4, G?' NO /70' 28-04'2/" 83.29' 42.50' CONSTRUCTION NOTES Sx 30 CONST. 24"' N CS'PrM GA.) 0 079 � icknes) ► �o �.yVol, 2 W //2 5a' VK'All \ as ? •-1 0/•o9•t9'w _Be �W_ ' \ . �► . �4ss `/ (, CbuST. OUTLET ,f�3PCKTlI,Pf _ N ro ?766' 00' 32.58 , s.�o 5 \\ bpd?6 A �' O \ q:zjA \ ` P \ 44 \ 1 N oil24 25 R � saw , N i 3w �' I. Const. P.C.C. Curb (8") 8 Gutter per'Std. No. 115. 2. Const. P.C.C. Sidewalk per Std. No. 109, Type C. 3. Const. A.C. Pavement mr Gemerallote-Ne -16. (0.2o'A.c over no+414 A 4. Const. P.C.C. Cross Gutter a Spandrel per Std. No. 119. 5. Const.. Sidewalk Ramp per Std. No. 110. F ASSOCIATED ENGINEERS 316 EAST "E" STREET ONTARIO, CALIF. 91764 714- 986-5818 GARNET FREES r 0 _7 I h yeti , IN 7_rP1CAL SECTION GARNET S rw-ET S1,X1E5- NOP/Z. /"c/0, VERT. / "= 4' FIELD BOOKREF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 NO. �JA'cd_ fir. Secf�on ROAD DEPARTMENT TRACT NO. 8988 _ ROAD N0. Designed By APMOVED BY Drown8y ts--yc PECAN COURT 81 GARNET STREET FILE NO. fFASST. ROAD COMMISSIONER F GR. DATE Checked By eo �'« w � Recommended By . 1V0• MARK REVISIONS APPR DATE WUMNIY ENGINEER 31Cfi* CUCAMONGA DISTRICT SHEET __5 of __5 74-57 4 r 1 CONSTRUCTION NOTES Sx 30 CONST. 24"' N CS'PrM GA.) 0 079 � icknes) ► �o �.yVol, 2 W //2 5a' VK'All \ as ? •-1 0/•o9•t9'w _Be �W_ ' \ . �► . �4ss `/ (, CbuST. OUTLET ,f�3PCKTlI,Pf _ N ro ?766' 00' 32.58 , s.�o 5 \\ bpd?6 A �' O \ q:zjA \ ` P \ 44 \ 1 N oil24 25 R � saw , N i 3w �' I. Const. P.C.C. Curb (8") 8 Gutter per'Std. No. 115. 2. Const. P.C.C. Sidewalk per Std. No. 109, Type C. 3. Const. A.C. Pavement mr Gemerallote-Ne -16. (0.2o'A.c over no+414 A 4. Const. P.C.C. Cross Gutter a Spandrel per Std. No. 119. 5. Const.. Sidewalk Ramp per Std. No. 110. F ASSOCIATED ENGINEERS 316 EAST "E" STREET ONTARIO, CALIF. 91764 714- 986-5818 GARNET FREES r 0 _7 I h yeti , IN 7_rP1CAL SECTION GARNET S rw-ET S1,X1E5- NOP/Z. /"c/0, VERT. / "= 4' FIELD BOOKREF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 NO. �JA'cd_ fir. Secf�on ROAD DEPARTMENT TRACT NO. 8988 _ ROAD N0. Designed By APMOVED BY Drown8y ts--yc PECAN COURT 81 GARNET STREET FILE NO. fFASST. ROAD COMMISSIONER F GR. DATE Checked By eo �'« w � Recommended By . 1V0• MARK REVISIONS APPR DATE WUMNIY ENGINEER 31Cfi* CUCAMONGA DISTRICT SHEET __5 of __5 74-57