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HomeMy WebLinkAbout542 Of 0W AIT`1 TIES ITEM Df WRIPTIOIII 4 , QU_.N77 UNIT- RFMA,RKS earing _ ite Preparation _._�. --------- .._.__ _ -- _ Lump Sum L.S. Includes Misc. Removals__ 2, Excavation Grading p &um ee Grad a ing +� This certifies thaf in April, 1975, I prepared the plans of domestic crater system for Tract No. 8979 J. 0.20' Asphaltic Concrete Paving lr-Streets -_ and they meet the requirements of the California Section of the American Water Works Association - - - Standards and the San Bernardino County Standards for minimum requirements for safe practice in the 4. 0.33' Class II Aggregate Base 87, 130 S.F. production and distribution of water for domestic use. P.C.C. Curb P Gutter (8" C.F. 4,830 L.F. Per Std. 115 P.C.C. Curb Only (8" C.F,) 95 L.F. Returns Only The distribution system and transmission main at the point of supply to this Tract are adequate to 7. P. C. Cross Gutter and Spandrel - 545 S.F. Per Std. 119 G� supply water to all sections of the Tract, in accordance with Section 5.21 of the above noted standards. P. S2dewalk See Plan for width) --L-- -- - ---.-_-- 20.935S.F. Per.Std._ 109 4" P.C.C. Driveway Approach 5 200 S.F. Per Std. 128 W 2/ N1a /97'S � " Asphaltic.Concrete Dike 25o F P r Std. 117 -�NURCH STREET Registered Civil Engineer No. 24838 ate A.C. Drainage Apron and Dike "All Each Per DetailSheet 2 __. ncrete Block Betainingg-Wall L = ' T = 6" 8 ,F. See Detail on Grading Plan T 20 y � � - 4_P�.pe Culvert�.C.P. 1.QOOD or 14 Ga. C.S.P. _ This certifies that these plans and specifications have been reviewed by and are hereby approved by Grain fleanout.�$ Y=__3_x_4.5' Each - � the Cucamonga County Water District and this company is willing and able to supply water to every `d_Outlet Catch Basin lX 23_. V - ✓�.,e� i 19 F er Std.HEMLOCK STREET flot in this Tract in accord ce with the Pure Water Laws of the State of California. • 305 g8 Street-Name Signs -Each PerStd 303 Ad ust M.H. to Grade UJ e> 3 _ 18 igned - Assist. Gen. Mgr. ate fach- Adjust C.O. to Grade Each _ /6. __6. J ; h Remove Power oles Each_ SeeGrading Plan 8 _ Remove Wind Machine/7 h e Fire Protection System Approved - - I Each See Grading Plan Remove Rubble Ditch Lump Sum L,S. See Grading Plan M �P5m - Z -�.) - 75 move" A C,_Dike814 L.F. See Sheet 2 costa// N�Z/R Sign _ UF re s Foothill Fire Oistrict _ ll SCALE 1" = soot e'�' r6 N a 25. Conc��t� Swa/eS �• ,c' q,-, �-+ 4 Each fir Llrtai/ A . 6radin�P/fin � 125o -N- Q 15 a 6" MainIh 14 tio5�lyes 20 •� _ Church Street �G �� Q� NATER SYSTEM NOTES r'�• /�48' GHQ` 13 v 1. The entire water system shall conform to the Specifications and requirements of ` Connect to Exist. 6" Main (Wet Tap) and �, �� 1g`�° c,'� �o° b h -the Cucamonga County Water District. Install 6" Tapping 12 �,`ti ��{ �•� 21 2. ' All water mains shall be installed with 30" min. cover and shall be flushed and Valve a tic�� ��ti 38 /oe , disinfected per A.W.W.A. Standards, prior to use. 3. The static water pressure is 70 p.s.i. e.57' Existing 6" Main 11 ��� �� 22 b 4. Legend: GENERAL NOTES Indicates steel, cement lined, 40 Ib. felt wrapped pipe. a 37 /2 1. ALL WORK SHALL BE DONE IN ACCORDANCE WTTN THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS ANO SPECIFTCATIOTTS: I � � --- '-indicates existing water main. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. ►0 'b ��, tss3` 0 0 Indicates 6" Gate Valve 81 Valve Box Assembly. 3. ALL PIPELINES OR SUBSTRUCTURES OF AN K A Y IND AND TELEPHONE OR POWER POLES, MATER METERS, VALVES, HYDRANTS, ETC. SHOWN , v 23 b OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO w �'i� 36 a +----0 Indicates fire hydrant assembly (6" x 4"' x 2 1/2"). BE DONE, SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. 14 - tV { cn g ' ' z � •� l# l.- 004 ''~ Indicates 1" water service connection to be installed. 3. THE AND WATER RESPONSIBILNE ITY OF INSTALLATIONS WILL BE COVERS, PAVING REPAIR OF AND PAYING REPLACEMENT IN10 CONNECTION WITH SUBDIVISION SEWS.R SHALL DETAIL 'A QpG` 1y`�p �`Ph � -o Indicates 2" Blowoff Assembly. i, S. ROAD CURB DEPRESSIONS ARE DPROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY o: 24 ,� -1 NG N0. 128 AND RELATED SPECIFICATIONS. 8 .� o +� ►� h 5. Fire hydrant installations shall conform ' o standard drawings of the Road Dept. C Std. Specifications. I. DAMAGEANY NTOAEXOISTINGFORMING FACILIT`IESKON THIS RESULTING D/RECTLYJECT HORLINDI'RECTLYZFROMMHISFOPERAT ONS, WHETTHE SITE HERSORLNOTTESUCHEFA RESPONSIBLE FOR ANY 35 Ilk ' of 00 49' 5` 6• All Water Mains to be cement mortar lined and ed steelpipe. THESE PLANS. FACILITIES ARE SHOWN ON fit' �t SPP 7 G h - 1 6" pipe to be 12 Ga. Y. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. Scale 1 - 5r 52 8 34 �i* t. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR t0 ANY ENCROACHMENT OR CDnS7RUCT10N WITHIN THE " 0� ~ K, N w SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAY. , 100-49,,_ 3 •. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. 6 ~ 51 '� +�tQ 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 40 g 33 H ti �.- + ': 11. SUB-GRADES STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR 9NGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT ?; s .SO' •�' Op 50 _ /0 .00' I� 1 SPOT CHECKING OR SUB-GRADE BY INSPECTION PERSONNEL. J�J�III 1• 5p ►,�o 0 12. ALL BAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRCUTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. 27j 41 N W 32 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINIS- 49 4 •TRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ,I: v h 1�1. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD 48 MC DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERTIFY. h 31 28 _ (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. , 3 42 ^ e (B) STABILITY, OIL CONTENT AND SIEVE ANAYLSIS OF ASPHALT SURFACING. •q oo' /na SO' - 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Y �a 47 46 45 44 43 h30 h Connect to Exist. 6" Main • d�ai' Aq III. , A 14ATERIALS REPORT AND THE PROPOSED 9MCTtMAt it-CTION PALL K 91394ITTED BY *ff *RACT- ENGINEER 1�. LeTap) and Install �E&TTON 4F THE SA* ERMARDIMO COUNTY-ROAD DEPART W MID -E-V ROVA-L W" ' BE ^ WHEN _,+_L_7r?so' ��sa' eroaos�cb' eov.so' �I. pping Valves SAN BERNARD'�NO COUNTY 8EN0FI MARK *E$+f+*Er�ETs-++A Q•IURCH Sheet z STREET --i NO. 7 - 23 - r 1 See Detail A - - - - - -- - - - - - - - - - - - - - - - - - - - - - 10.5 mile West along Foothill Blvd. from Archibald Ave. Above ( 1 / at N.E. corner Hellman Ave. and Foothill Blvd. 13 feet I Existing F.H. I I ( East of t Hellman Ave. and 50 feet North t Foothill Blvd., 1 I Existing 6" Main Exist. F.H. Exist. F,H. ( � set drive pin w/C.S. tag in top curb at S.E. corner of I Exist. 6" Gate Valve Exist. 2" Gate 11 T.I. SCHEDULE Valve 8 Main I I � Flood G.hannel. - �+ ( �, Elevatiorl: 1205.224 Church St. T.I. 5.5 I � � Exist. G" Gate Valve 6' �) Pepper St. T.I. = 5.0 I Eastwood Ave. T.I. 4.5 Lion St. T.I. = 5.0 a WATER SYSTEM AND INDEX MAP SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR �� Contractor agrees that he shall assume sole and complete responsibility for job site Scale 1 = 801conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal ,. ,� ,. working hours; and that the Contractor shall defend, indemnify and hold the Owner and ��� 11� ? � C��� OU�,N11� IF S - � � � , the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negli- /TFM DE1�`f ipTION U,0..�T11 'j UN/T RFYAlR 'S .� gence of the Owner or the Engineer. 1 6" Water Main l l2 Ga„ C•M.L. &Wrapped 1, 2940 r I T,, 8 Misc Fittings , " Value-4ssemb cl -Valve Box ,-Ass , ►, „ `- ��- Date apping_Yalve $_Lonnectim_to.fxisting 6 Main -Lack- Incl.yalve_Rox Assembly , et tap connection) RCE No 24836 _ 1� FIELD BOOK REF-. COUN-1 Y OF SAN BBE RNARDINO > P . - ice_�COrnec � -Each ASSOCIATED ENGINEERS IMF F�OVE ME.N-i PLAN S - off �onnec c Valve 316 EAST ��E�� STREET jLrnedQvfnofe+�_L(� ROAD DEPARTMENT TRACT N0. 8979 RSA® NO. "ydraat- ssea�1 cl ,eve. Box_&.-Lateval .Revise 4uentifies j�9C �jis��6 . ONTAR 10, C4L1 F.� 9176 4 oe,fQ�.4 By ���°�vE I% e� Y D.a>K� B INDEX MAP GENERAL NOTES • t-�[alve-Bo.� to_frade � f 714 -986- 5818 �C;a _ t(«t,s' F I�E nt c�. i nch_Patchirr4JC_- Chocked By ASST ROAD COPA SIONFR-ENGR DATE AND ESTIMATE OF QUANTITIES Sq Z \ , .__�'im.••�r �5�� ��73 R.^omm ndedd►By _ 24838 D��E '01ARK REVISIONS APPIPIDATE �, V COUNTYHv N R '16ATi Cucambnga District SHEET �- of .5 ' 74-56 i z .. .-s. . - - ..._:-r_v ..-.. ..___ ,. .: ...v...-. ...__ _ _ : ._.--..,._.-. -.e-V-. - - . _....._... -a..-=---.- n-a.__- __ --.-rree+e'.-e+- _ — _ _ _ ___ -- ..--_+e..sns. - __.. -.. - ,v-.- _- ._- ._...• -,.:4. 1 _ SAN SMARD I K"D ' Ctiv1$ DL4 4MARK NO. 7 - 23 } Drive mail and County Surveyor tag fIrodr/ftol t j # M h •t channel , 15' East of Hellman �4vE-nus: 50' North 1 \ h b Foothill Boulevard. Elevation: 1206.22 �. X -4 NP/;, 6,Al A0 1300 N s tV .96a'Y.0 ti 4711, / - I 1 ' � ►� � � //y� � � /� ,' /�'O CYC. � b. ' 1 � . . E ~ N ; cb ► i /�Y/. 77.55 3 V \1 PY/ 75. 78 12 �\ hNAA Py/89.48 i • p'S¢x ^ ti h f k , , ti i Si Ile J ell i I _ I 0 1 2 3 1 6 7 8 ' Exist. Rubble Ditch, C{'cti 0; 4�/ -- -RAM V'.4P � V• 4.,, , 1 4k' ��, moo. s 'PF a' 1 °f 2 - Construct + �� I' STROOD VE [JEwr`�� A EA -� ` Q �.QS* A.C. Apron IV ti LION STREET Remove exist. rubble ditch-, See Sheet 5 ,�o See Sheet 3 �� _,Const. Q.25' A.C. 9/ope Pbvin r Construct - -Tract Boundary he�9ht from 24' ro 47 46 43 44 43 8" A•C. Dike xB- 11 1 W �j • Per Std. /17 ,+ �.. 41. cc; _Exist. Rubble ditch , �► �,• (to remain) ,'Const. r A.C. Dike per Std. 1i7 �1 r / �: ' 30 2 $ - Exist. A_C. Dike a ' h- .-Remove exist.. A:L. ronSee Detail Ar ,�. � Q O,Q ; •rzt rt.�► rt.�+o rt.� so.00 � •� - . � $ \�• \ - — Church St. iQd'. LfI foB �' �2 ti� /fid. M.N. fo Gr��de - - — ° ----- -- - --- ---- -- - 5 � _ _ ,,. ,�� Exist, Cross-Gutter N 89057'00" E / 0+00 Church - ,�'~ -Exist. A.G Pav't:----_ R st. A.C. itch- , o f�.Ag2� +25.04 = .►(ones frnM� M—� 8' 111 $ e_ A C. Dike-- 't emove exi A 0+00 R/W Lion St. (North) _ — t Beryl move exist. D E r A I L A No ScaleIF � •� ' Exist. Improvements , �ti• _ y �,• I I G �°�` k s A/1W �Q��, SeNtios e? A I I fit, 5 � \ II 1 ti e r ��`oti'� I II I I G O BERYL STREET �' SPINEL AVENUE ' 1 Const. P.C.C. Cub (8") 8 Gutter per Std. No. !1'S. os' 4' 7.s' G' Ae' 7• 5' f� S/o ✓d/'/P9 ,�EYEL (2>—Const. P.C.C. Sidewalk per Std. No. 109, Type 8. � �� T .�#'�ST/.t/G /rt�lPf7oYE�?��(!Ts To be removed ,``CHURCH / _ Const.O.Zo'11 A- t,. over _ � � D•39' Closs II A.B. 0 - Curb Return Data T Y P I C A L S E C T 10 N Cut to clean vertical edge and join R = 20' NOTE: (ARCH STREET = 90°00'00" { r = 20.oo' See Street Imprvveme t Plans for existing (Looking West) Tract 7020. Datum for Tract 8979 is 0.40' L - 31 .42 below Datum used for Tract 7020. ScaIes': Horiz. !" = IO' Vert. 1" _ 41 • ! F IE LU B��OK F'� .:')�1N �Y OF SAN E6.[ �'F�n.c�C�INO F� > W. o ,v , ASSOCIATED ENGINFERS _ IM . ; C0VEwME NT PLANS S r_ 316 EAST "E" STRE FT _ AD D EF��, F``� I��OENT _ __ TACT NO 8979 ,Added Sfr�ctural Sectto� �C• �('1S ' ONTAR10, CALL F, 9176 ---_ _-- R��Ai� N ies+Qned By 714 -986- 5P18FILE , C�eck•e By as 1 {�nf.C1 _��F � _, Ek"�: Cil+ E CHURCH STREET V t �. R�,r't�lOr'3 _. �Apf'f' [?QTc (,' tun- � �:, k $�'�" CucV►►�9ra t'l:l os 5 District ri 2 , A ct � _ . ¢ 5!0 ob . .C�•YC � h �� P!!/.2 .8G on ca�6 ; Ei�� 161-0 '�¢ 4's 44' ; SAN BERNARD NO MINTY BENCHMARK NO. 7-23 - f Drive nail and county surveyor tag flood ' control channel 15 east of Hellman Avenue 50' north of Foothill Boulevard. �� f.�r»'• �; �. `- _ -- a tt. y' Elev. 1203.22 s } XAZT1117�7 /4M fl.4P'• � � � Teo of fY. Cui-6 -- ---- I s 1280 W _ yy ,� i Q _ pV _ nN< 1 I a V4 O � Qj til a �1 h ti 1 � P./.f/er1S./S - � ti My i >'�• .c. o �,� • ; �h o � i - � � � P./• E/e✓ 83.92 O , - `� .,� >� ► V h b h v op ►� ' j %� �9 ti • �an9rse� Zb`7� ' t !DD Y.C �' ---E,ri f/ Sri� •t !rf- ,3f✓!�2 1 Q 1�� on cu 1 ` I t286 t N I-t o f k 1 � t3l0 t 0 ^ v moIto � Int 0 .�D vci 4 h N% h H i I Bim/ ;8 0 �^►' �h � o ti ,a i M ti Ci.'C• - ---- .% B7.4/ i ti , oncarb h $ Ql ill ----- _ ' • 1280E rk 4' 9' 4'4 a 4 - _ p \ ^ - f�1 E ¢ 4 Q ap � � ti ( 1 ti �, p til � ^ , v ti .ti ap f Y277° , i 1 I j P RIO F I LE fi 1 SCALES NOR i Z I;; = 401 ! 1 { VERT I = 4 0 1 2 3 4 5 6 7 8 9 F' L N SCA--�E I"= 4O' -'R - ' PROFILE, - ., - ' o • � SCALES \ R I" - �' \ ' - P L . `5 °` SCALE I = 4 t - • I stt� deet I i CHURCH STREET , Qep� _ See Sheet 2 J 0.9 " 30 3 F 29 W ;; 29 W 27 26 25 Z4 3 22 bra , Ns 3 a� f7.50' 77.50' 77. ' Tt.50 x2.517' 45.wr NN 4 ___ "f �► b3� p 19 E o b ' S� ;�8g3 dX x� �� P• R1W C �� '1� M 5 Ad•, M.N. A 6raF lr 10' 4 ti' / K J ��' _ _ N 000031061W R^ • ti ti �� F ,�Ds '� •I� - - -- - - - - _ Ad j,m..4 to Gude �a C i - --T --- — — — —Ehd A.c. oke at z�5o 2 1� ,�-v-�a>:' I 41to 1 1 c J , ALJ V �, .J(I-Af �• A • Imo . VV U h Jt,�K=J3G.1-� /Z.S, Const. P.C.C. Curb 'rr) 9 Gutter per Sf& No. f rs, + ' Coast. P.C.C. Siden1k per Std. W 109 , Type C. '�+ 3 Const. Sidewalk Ramp per Std. No. f M. I 0.,2 o2Z orf" r_ •x Const. P.C.C, Cross Gutter a Spandrel per Std. No.. 1 i9. •� _ ==-t - r, � � Lj Exisfin�tidb/c CA�nn�/ U Const. 6-A.C. Di Ke pier Std. - � & SAI 117 Fv�firc /mprvrrm�-irr�-= �,, - �.� 8 O R ► © R = 2Q' �0 R /0/9'. QE R = W =-Const, 0 2o'A.c. Pavemeryt over 0.3!5 class A = 90°00'00" A = 89°59154" A = 3°09'24 A = 3°09'30" E L 101V S TREE T = - - _ = O T - 20.00' T - 20.00' T - 28.05' T 27.07' 2 i = 31 .42' L = 31 42' L 56.09' L = 54. 13' g• 2' TYPIC SECUCK Q R = 992' ® R = too° Q R = 82' R = 118' LION STREET t ?mpr m emefit Gave Data A = 3009124" A = 3°09'30" A = 48033134" A = 25°14'20" ' T = 27.33' T = 27o79' T = 36.99' T = 26.42' ScaIe�: Horiz. 1"=10' �J R = 1000' l'J R = ►00D' L = 54:65' L 55.56' L = 69.50' L = 51 .98' Vert. 1"=4' Meet at Ground A = 3°09'24' D = 3°09'30" ' Slope at 3, or T = 27.55' T = 27.57' L s 55.09' L = 55A2' T ;� Beyond Sta. 2�SD ASSOCIATED ENGINEERS FIELD E�G�t� �� �: Cotlry i Y OF sr�rJ �>� =�r�n:Fze�l�v�� Impl"NI OVE MENT PLAN S �` ° N"' f .--_ ROAD DEPARTMENT 4 • 316 EAST E STREET - 0 __lAdded_Stru�fural _Se��rQR_ __ �L� t �s TRACT ''f' QQ 2 I Modi{v Ty,p'c& SectiOf7 i /•s C T R A C i N V .7 7 9 ROAD NO. ONTARIO, CACI F, 91764 Ots � ed 8y 714 -986 5818 r„ c►:eaee By _______ AS S I ROA1 :► j. : E � R%b[(-If- . LION STREET `E 24838 OA?f I r AF dI E 4._-- Uk[Y NG �r tmga CucamDistrict $'t E' of _ _ 74-6-co t tiIra I �O tlf9� v P/. E/cr, 40 70II C4r2� 1017 CW�6 I ! v D a • { o� \ � fD8o% �` \` f 41 NO.- 59 2-i • � � � ' 1300 N p o Al. Cvrb- _ _ 1320 N t To f � V ^Q � S \Oqp � p • w ` t ice• r. c. _ I � \, r. � � o � o _ to.�i v � �M 104 roFi'e �'` 3" I h b t ci i \ _ _ -=< -_. /PD• Y.C. � � � O m � p E/c 05.60 � ti ! O + -Fii�ish Surfice S Q ` x1 01 t _ 131 1320 1300 _ fi � g�Y. ^ ham � \� 4 Q tie b � •� b� � 0 0 i P. /. Eler. O/. 7 ag 3fi o " h � �¢ Q/4 °/4 'dl'4 4 80/ M o �� ` 1300 S 1320 S ` � � � . __-- ToP of S. Curb - _ � • vin+ j i . PROFILE 1 ; SCALF " �Iz =240 1 0 1 2 f ► 3 P 1,,,., A N 4 5 6 7 8 9 10 l i SCA-LE '1 40 CUR 8 CURVE C A T A SAN BERNARD I NO COLNTY BENM TAARX t Profile Curve Data t �T � � P gob NO. 7 - 23 �E R - f 00 t n R = 32' O R = m' r ' ' ef� t P�•a` Drive rrai i and County Surveyez- tag flood cantroI 0 = 41 26 20 , , o rte► d = P3°p6� + p = 21°42'23" �./�� �e �o• channel 15 east of Hellman Avenue, 50' north w h T = 37.831 . Sx�� A = 90°OC1 00" 131026'20" ' T = 20.00' T = 70.94' T = 11 .86' T = 11 .89' +�g U'' gt ��, fi F'' Foothill Boulevard. = T2.32' Eleva#ior�` 1X;5.22 L = 31 ,42' L 73.41' L = 23.410' L = 23.49' / Gond-o�t►t t W �- Confit. P.C.C. Curb (8") R cutter per std. No. 115. a � �e����� W ,�• A-aina�Eaaeme 2O-Const. P.C.C. Sidewalk per Std. No. 109, Type B. h �' �� /51 CL J� 0 �• 0 1 W 2 3 4 5 6 7 8 9 /0 // �\'6`�2 R,ne R i3 o y J4 /5 C J6 / 9 ':" 72.5d' 7 .50� 72.50' 72.50' x/2.50' T2.50' 72.50' 72.50' 7 .50' 72.50' 72.50' " 2.50' 72.50p 72.5C' �- / 4 h iq Const Oc.f/ef Sfrcfu✓e •Q ap �V ` l., - gyp. 2' e�,s _q �/ q � P 7`O! 2010 <X=23' ✓✓g �' N 41°23'20" E - _ ���� .rc;�' .' Ads. ,N N � Ad My 1 V Prof ile ' - � � 1G c, G �• , m " llB.69' h 89.00' 60.00' 60.00' 67. 00' 7P.50' 90.84' 9i�1 � �� ���Z; 76.66' l/6.00' �'•.', � � J'lr �� V. ^ c'% I �� � I ��' `•) •til jvq\ r \: h I �. / c � GQ` I I tii c i / � o. 11 I m ..-• � � t �• 1@ � 37 38 20 �-- n � 47 3 9 1 I II \ca s� .3 , ` C W 48 49 SO •S� SZ 2 C~ 3 , - lr�l S TI?EET- G d _ . PEPPER /�� o G S' s .1 C; C 6 30' 30' 12' IB' 18' 12' . 1 5.5' .5' 12.5' 6.5' 4' I. ,-Level v Line -- i . 1 K F? f C" + r of SAN L,r � r � 1 � , } � 1 COnst.O.ZOA.C. � ASSOCIATEp ENGINE, ERS w � __ `` y if�'I k��V� M `�� AN V D � &over0.33'61assUA.B. 316 Et1�T ��E" STRE ET ' �� � ® i � F N T d ;Add�ti slrucfvral scctronCC-i '���1 TRAC 8979 ` T Y P I C A L S E C T 10 N ONTAR,O, CAL_I F, 91764 _� 7i"t ' C 6" �i B �� — — �� oroarr �1, PEPPER STREET _ - ���(,s �, c Scales: Horiz. 1" = 10' � _. .� r . `'" $r � - � ..�� _ as. � �: -- � � � ,;.; a, Y. �� _ _ — , 6 Vert. 1 4 — ,r /--_ -1 3 —/.��/K.R�'� Z %,/ a f.#?�i fn n:"i 5- `1 .Y �. _. —... Gl l.'" {.��.� .� Nua.w i"t/,r . - 3- 24838 District 7f-56 At NMI: n cur-6 V C 0 Filid/i Surfot PLD Cv••6 L ix 4 49�14 s ToP eV'Al Curb 4�4�4'� R/. E/er 87./7Iri Q 0 I ,}S' :� Const. T,?7�oore.-y ; _ 12 0 L __ 1� ^ Q �i �o ti -EXis15ri9. i f�rc�1Y O W fi _ 1 1330 L Pevem�nf,xr r S: y b '. Q , 'r Cosa. / 300 L % / ti P off•/'Y Cu�6 - , 4V WC.�risfii�9 Surfer� s€ _` ti �` ' � � •. '' � � ♦�o h O � .��' rZ Finish Surfx a ¢` --__ Fvr4irc Fl Arh,Ac-Acs t!P./. 78.37 I b N- O �. Exrs ,?cirfBr� °� 1330 1150 t" 1280 3 $ $ �° h ^ ''r'q ., �' 3i vz' a ►. W n�ub 1300 ti v N SA v N ti i ! •♦ '14- ,1 ho p N a°� Finish SurfP@ elurh Line A/1 A? n 4 �' 4144 ,r Pi. E/w. 86.73 4.OpIN h h M '� +o a ti �9. - �Ev ,� f 300 R Cre -d 1330 R �S� 128-0 R ti ^ o { ^ V \ TcPof'3. Curb ( ^ ^ %- NN �$ t�N -`.Exisfir� �� 9 i I 0 `SAN BERNARD t NO COUNTY BEECH MARK , ' �_ ... NO. 7 - 23 ' Drive nail and County Surveyor tag flood control PROFI channel 15' east of Hellman Avenue, 50' north �; � vk +" n' Foothill Boulevard. a F EIevation: 1205.22 10 11 : 12 13 1 15P L /--1 N b 1 2 3 4 5 6 10---const. P.C.C. Curb (8") 8 Gutter per Std. Nc. M. , ` l� i ( -Const. P.C.C. Sidewalk per Std. No. 109, Type 6. - k 'e�, 3�-Const. Sidewalk Ramp per Std. No. 110. v P,b e g Q Q yrs �� y'�► 4, 4Q-•Const, P.C.C. Cross Gutter B Spandrel per Std. No.. 110 _ s Q dee , CHURCH ST. sa, x��' ., �. S e e Shee i Z sx?� r 16 l7 /8 t9 �► ger 43 42 4/ 0 3 9 _--�` N 3�, ?o y °'h�O • CPQ` R&bb/e Oikh 7o 6r �P�/s Ved h � D� � Q "d 3 �• T2.50' 72.50' **1 ,64.30' ,39 8' \ 1 ,� 53.00 72.50 72.50' 2 % 99.e9 63.SG• - - k� o o _ cD�485 V - .�QIt X16 B N, 4117 . 0 i + _ °0 1 ,-rn9fo�// k/-L�R S,9A on �' ,_O �0 9 7�`Y•� ;��-� �'. 6! �1b�o ° 1 9�a1� _54��.a�3� 8+64.05 L- on St N 4102312011 E Adi. C.o0003100" ~ 1 \ -� � _ N Wy9 kp� til` to G�,ade •-, •, A tis 5b o� Ad , M.N. ° g� 1. d C� h tib 1 O �'AS TW 000 , c� ��:�'(� �•� 1811. L'J to .. Q VENUE , -Sw Cr - 63, w ( D� N v 1-1. Ik`t; 50.75` 2 70.00` 70.00` 70. 00' 70. 00' 50./ 19 98� 3 7 20 CC � t 36 30 3 / 32 33 34 35 R/M' CURB CURVE DATA • ' 30' A R = 2Q' B R = 92 C R = EPPER STREET 12' 18' 18' 12' EASTWOOD A VENUE ° A = 90°00100" � o = 46°33'40" O A = flat " 33 Construct per Typical Section Sheet 4 I.S' 4' 6.5' 12.5' .5' 5.5' 12.5' 6.5' 4' 1.5' T = 2c' L = 69. 50' L = 00 011 L = 31 .42' s / 41 C.F. L"Et � 0.3g .50 .661 tI1fE -- Const. 0.20 A.C.Pavement -O Q over 0.33'Closs II A.B; ' y o. - TYPZCAL SECTI0 >r ASSQCiA'� E1) F ITE RS FELDE`0( , -F _ _ C,_►_ jFyO SAN ,.e .♦ 11Vl ' : `�1 . MEr' P ANS y � EASTWOOD ;" AVENUE 316 FAST " SZ R E E Added Sirvcf,,roe Sec-f/'017 4'J ^- 1H75- ROAD D E PA M E N T 1 " IT 2� i E/iml. a fe Barricade f`re'/ocale Sign t2 �( 7� -, ... _T_ F., _ TRACT tom,tis 8979 Jc Scales: Horiz. 1 = 10' I\R1n CA! I F 9176 es.�n� n n _ _ _. �__..._. 1 - vert. 1 , 714 -9P6- 581B Drown - er�,t,c - _- - ___-- __-- __- PEPPER STREET - EASTWOM AVENUE �t -tt/tQ.w+�•P GC.p�jts•at -- Z3'T'-S F R.C.E. D:, c 'c t �,r,� �, ;n 1 , x nt, lel; Cucamonga District 24838 AG t f