Loading...
HomeMy WebLinkAbout701 } s ' ESTIMATE OF QUANTITIES GENERAL NOTES DESCRIPTION QUANTITY NOn 9 ,a87 ST2E�T t © 2 CONST. 0.20 ' A.C. PAVEMENT ON NATIVE SOILS. G4, 948 SF. 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND 3 THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 4 roM-I T. CURB A, GUTTER ( S"CF) I t5 3,S4 I, LF. 5 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303 6 CONST. CROSS GUTT[=R l l9 (3 EA) (, 448 --X-. (GO LF AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. 7 CONST. SIDEWALK TYPE "C'= 109 22, 20 Co CDP. CURB ONLY - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 8 CONST. SIDI=WALK RAMP IIOA G EA FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 9 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ! IPISTALL, W-2112 IZEFLECTOt2 3oCn ( EA. a- DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT INSTALL, STREET SIGN MARKER 303$303 4 EA. j �Ov�DA��( 3�y 'y4 3S SUCH FACILITIES ARE SHOWN ON THESE PLANS . -tl2P.G �!2 4 . SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. REMOVE OARRICADE TI=MP• PA\,/'MT. Cl EA•) 2G L.F. t '� 3� 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE C PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT (t r ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO t06. 1 COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL V _.. 30 j Ftl�►C�l BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN 9 C ��� SN"t• MET. , 1 ( ° 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE Na ` J 3Co SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS 29 COMPLETED TO VERIFY: 8 A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS 13 28 27 37 OF ASPHALT LUE, B. R-VALUESIEVE ANALYSIS AND SAND EQUIVALENT I + j ^ OF AGGREGATE BASES . 25 2fo 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER- d) to Q FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS Q 24 j 39 ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR SIS O APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING. S 0 J' MANGO GT. � j O (S1=E SI-tT. 2 ) Z �u � 8 . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM 40 U OR ESTIMATE OF QUANTITIES . ¢ .J W Ido 23 ° (P 9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL I- ; v r STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 2Z 4t SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE `/ 17 FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 3 20 2t IC) ° � 42 • It3 -01 44 .. - HEA'Clr•l� SEES� � � mss,�` as 8 �G INDGX MAP / ,��.• R/W RAW R/W I R/W / 510, �0 LEMON AV. 25' 50 25' 30' ' � 12� l8' l8' 7 18 l8 .-t� HIGHLAND AV. _ TR.9S8G G.S` O.S� 19 TN. ST. .. 7 0 Z O 30' 30' 0 (2' 18' `y 'a/Fr 22' 14 /FT. : • !a/`r 0 . 9S �o O Q a Pt20 EGT - :...:,:... -- : EE ,� W 2.0 �o.s' 8= l0' WpROV6M8N S StT � 72 .• ,� 2 4 7 Y _ 4 4 a I/a FT. ___ — BASE LINE A.V. TYPICAL SECTION 50 ' R/W TYPICAL SECTION 60` R/W Y. w SCALs NO SCALE) 7 CUL DE SAC ] J HEATHER STREET V , 4 2 VAUNDA AVENUE MANGO STREET - MANGO - COURT � PIt�ICH AVENl1E VICINITY MAP TYPICAL SsC.TION NO SCALE) i FROM STA. 4 + 1 s NO 5GA(.s= ) TO a PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE STA . P. ✓ OWNER 4 DEVELOPER The existence and location of any underground utilities or structures shown �r-IEATHrcR STREET on these plans are obtained f a search r available records. the best of CONTRACTOR SHALL VERIFY ALL THOMPSON � AS-500. our knowledge there are no existing utilities except those shown on this CONDITIONS AND DIMENSIONS 50S ELM AV. P.O. 50A 3385 plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- 3 tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT (714)-714)S"729 , CA . 92008 99- 7931 lines or structures. OF WORK. NO. DATE REVISION APP. PREPARED IN THE OFFICE OF FIELD SOUK REF, COUNTY OF SAN BERNARDINO IMPROVEMENT PLANSf W.O. NO. BENCH MARK No. 216 : MADOLE & ASSOCIATES, INC. �•2 �g FOR CHIS N.E. COR. CULVERT CONSULTING CIVIL ENGINEERING 0 Ad d r• ec iv ROAD DEPARTMENTAPPROVED BY: R A T T NO. ROAD NO. HEADWALL N.W. COR. 19TH DESIGNEO BY: 17802 SKY PARK BOULEVARD 05ZAWN BY: wfe. NO. & HAVEN IRVINE, CALIFORNIA 92714 10 28 �7 FILE NO. 0I PHONE 714 • 540-2066 CHECKED BY' I X55 RT ORT o O .M ENGR. 04TE 95- 87 ELEV. = 1430. 888 • (a• V-Y REGOMMEtJDED 6 TITLE SHEET. SH F.ET I OF 4 i1,/�4QD,G.E' IZCIr/,fg/�e ' . GATE NO. REVISIONS gV OATE COUWTV E GIWEER DATE ' J.N. (03- (GO r , _ , r f ?S © G. 40.X37 gg>' } L=3t.42' 0.0. S9 . 1 A 2 v ; a ro4 co,G. <04. ? _ w t2ETu12 : GUR2t N Sfl Q tas tam �° ta�5 �_ _ dao � Q' J � . Mc. fi ¢. Lij _---- w P. = b (� d �q 0 ► t_ _ (98.$G 0 / Q .4 p .\9 a 4 © N Rs -O�OO !� � , l TI'll- t ri J E� -,►r ;a r�. R/w V Q QI?SO V.G. _''� 3. t0 01" 3d1j �}N �.4fa 111 d S `Q Q Q1 I t� tQ _ aQ N r � Rt.- v t TOP Or �9 d c f 4� '� tU .G R. (' . + N . cute J Iq:2�j 1 V z s > a� d• R R_ -o:C3I& d N + W Rowru L 8 c (44Stit �' W R -o.�o • ---------- _ --- N 0 t4� s t a air• O° l6 't N b a 4` a + tP N c� , t • p Q•' O Q 6 N ^ 8 i s ` � QN 1 L �Q (► •w tP � V• s f � � Q t 4 d g0. 8 V.G. -9 �o 40-1 P.f.�44.@3 I �C. G12At7� d ':C�t2A td Q J' /.) fF s PE. 52:za f t4 taG�t: 14,60 W W s F � �. _- ,, � N 1 O J t4 N �. .� � � � s �� • �. 25.49 25. �, �.: • r N ,; 4' x LL V Q d d, E ch 0 N a0 , 1 ,} ' 4 0� + a0 O 0 t !�- + d 0'tP - -- ---� 144 " c6 l N 00 + , �• t4a5 t46+5 MG15 �'�. -� 2mi -O,g 3 (. dr � f v (` _ EX. GE2 �-- o Top or -�.=�C ,SO'la --_. t4 /0 3 O,So9Ye �F` r_ R, 2.Q0 1. (F N .� ) � S. R/w 1 v t > f "S. Q r fl. C.0■_ (Q eRw 71. � " s� r v MT. , ' 4 PA �3 3 � -- o.roO f , 'C t;3 of" 0 10 FT 50 V G. � f /' a lA lel . 9RNt , ap 0 , 4 �/ 4. Q d V fi a 2 tQ t4•�v0 146E X4.4( Sr=E: TR 9S8Co IMPR . PLAM. �' € t tr b S � f ''^{ Imo. N \9 N Q 0 0 d d L.2549 L-`t t-7.97' G. G. O.C. TOP O t t 2 R=2-0010 S. CUfZ3 / 13 L. 3E.42 N 2l3� r 40 s7 _ t f�. Gt1R� t ET N PROFILE a 38.4G vc. R u12 ' r _ HORIZ. 1" = 40' ; tQ _.._. VERT. 1 4 _. ` y VAGI NDA AVEMUE• A,10&1 GO STRE Q MOKIGO STREET a SEE SHEET NO. 3 zpr_ 25 p� 26 5EE SHEET NO• 4 Sg SCALE 1 = 4.0 / , S% c (I 1 I 1 ' i I8 19 z 20 21 No• 4• 60' b' 2 2 vN u (� �8 , (0Q � N / / �• zx N m I N v h pl �9 lA o 7 c 6 N I O xv U I I + O t a / 68, Q R g 0111 ( O 01 bf t Q m I p N �. �_ - / mac, '' Q% 0 :(� ox° �° 99 �,� p G ' pN ,. ( y. r >1 �x z �6 4 I; I I � G ,Lp� H 36 , 1 ,�� 6 / q �Q z N n z� I tD s' q, p5.89 v N N K �y�� �6.�, �� �j lY 0 310 �2 tF ' 3Ll 4' O 7a4 8� 33.13 �� 42 - (Y t9 / � -h------- l�- Q. e - :.; L_ - 6s -� oo 2 Gey _, CUD rY PJt�1DA2 ��2$� �� ;o �4 723• 40 > V / s _ / OQ 5 4 0 - - N -- - - - - - \ ���2� 1 .off' �� \`�. 4 o k� C UrZvc DATA 23 ' cid 0 I 1 _ �l 4 JO BEHOVE 8�' / �" � r I a t(1 0 �� I �; kgc CO eo-r- `i A- •O � A 50016" X98.00' >3-x.17' 43.G(' / +. + W I O p ts�w PA _ 43 O- I u 0 Q I I I � O � � � Z (� •Q O>3•-- 257' 28 44 40.00 l-]9.75� - Q..I + t _ I 1 ro 46 4 5 ' �(s► 4 4. 38 o.00 - e2 I I O J-P 1 (� r• a.. O- 44 22 6 40.5? 2l.09, : ... •....� r; SEE `TR. SSBI o-- 1 2�'0l" 9C3 cd lee-em 59.-7to ST. IMPR. PLAN (El5k �. V- 23 33123„ 62.00 2s.a9 l 2.93' IS I ( 7 �- t 16 32� 10 SB.00 WISTERIA AVENUE `/ gONSTRUG7'ION N OTES � 6J 25'24 32.00 38.-77 22.17 MANGO COURT � CONST- A.C. PAvr-MrG9 2524." 50.00 GO.se, 34.64' (4}--CONST. $°CUR$ ay' GUTTER PER S.$.Cd• STD. DWG• NO• i 1 5 �••� K 90'QO100! 20.00 3 ('.4-a 1 20.00' CONST. GROSS GUTTER PER S.PN.CO. STD. OWG. NO. t 19 H G ATH G IZ ST K. E G T A-6- CONCT. SIDEWALK RAMP PER S.e,. CO. STD. DWG. NO. ( (0,� j )-CONST �3tDGWALk PER �J•S. 00. STD. •DWG. NO. 105 -rYPZ c PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK NO. 216 MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT TRACT NOO ADN' -r CONSULTING CIVIL ENGINEERING ROAD 0 - CH le O Nom. COR . GULVER HLAOWALL N•W GOR. 19TH. 17802 SKY PARK BOULEVARD DRAWN BY: APPROVED BY: 587 H/�VEN IRVINE, CALIFORNIA 92714 DESIGNED BY: 'o Z8 7`� FILE NO. PHONE 714 540-2066 CHECKED BY: ` ASS'T. ROAD COMM:- NGR. DATE (� G• �p. �O ELEV'• I4�0' �$ - ,. v-,rSQl RECOMMENDED BY t-{�QTN�CQ S7Rl✓ET Mitl.4Gb<L.E R. C E.1"15e DATE NO. REVISION BY DATE COUNTY ENGINEER DATE MSA KI00 G0UL•LT SHEET 2 OF 4 J. N. 1 o 3-16o 0 0 u 0 o p ° a Sl . __ _. _ _ 0 + gyp (IDN _ 4._ (S2 Sol 0.C, NW i.. N N 38.�aC3 V6. 010 d c Q, 6 - 77 c5o 14 t cTOP 0F , o to ,f (n + �•� -� �` t , 0 m _ ¢� <9 W, o Riw - o � i F ! m '>2.4Lu8W . < [1[ t V CURPa RST. _ f, m N 0 , N - s' I { © N rr q In o � f N I • / .$ # s F g GRAM N N I i d 03 d 14)c.r�..w. � ! u co ff 1 g a0 m0 co - r.► ; 0 0 J 0 rn O N • > + (470 (440 F- _ 0 • ' acv d) �5.t7 0 � •� N � t` � • - c1�� N 06 m _ to a �' ' `'� is 3 3 t44 p t8 co o r ; 0 cq + d' I ,/ 2 a t _.. _ g - Q d f� CI E. 40,x' k-79.;7S' v c. O.G.) 1.=40.5? d [ r c�/ A� P ¢ C O.G. 3 V ). t - Cx R @ w t� E ? t 3 _ }. W Q - r g m N G .._ 4- 0 0 s dI j fl + m F (444 x J ' Oro - 6 r P of F © Q F 0 . , f ,�. > m o { d -4 �� o IN - a 4 dg 6 � tQ _ (445 8 t0 l i q 11� (� + + U _ �O N N N t3 Q! �► d + -1cd c, z F3. t oQ •c P.I. 55.8 V 7 I ' �a � ta7.4G o.c,. �.' PROFILE t t.= 32.t9 o w .... (2FS RIr _ HORIZ. 1" = 40. , U T , 4- =. /y( 44Q► - ..._. VERT. 1 a 2 SCALE I = 40� I I I 1 2 3 4 5 G -7 - I I z I o _ a a, I o o t -lo >Y N w ,37 lA a o ' 3h3g10 42.56 1e?.451 65.00 64.00 I64.Od X2.89 1'S1 I c ,2 is �I -- , 65•I9 �?as' aG.17 S3,ar r 4 - S - ul 'a-7.G0' S( •40' GG-00' 68.00' 6889' 33.` fin. 1 �. 11881 C >✓ ' �� & 1 t-� co, 4-7-40' 00 Ie 1 ty CONSTRUCTION NOTES IS 18 /7 Ir 15 14 13 �2 CURVE DATA - 51=E SHEET NO. Z HEATHER STREET A R L T' 2&CONST''• A•G . PAVEMENT ( INTERIOR) 4�- CbNST. g" CURES �y GUTTER PER 3.)3. Co. STD. l�wc3• NO• INS „ AA - 83 '13" 1��8.00' (52.>3ro� -7(0.58 77 CONST. SIDEWALK PER S-8-CO. STD• DWG. NO. 109, TYPE C ' W-a - 03613" 1000.00 i50�� 73.28 �-' CONST. CROSS GUTTER PER S.D. CO. STD. DWG. NO, 119 VA L I KJ DA AyEmU EaCO"ST. 5(DEWALK 12AMP PER S.P,�. CO. STO. DWG. Mo. ( (O / c 8 3C'13 982.00 14-7.4G' -73.8-7' 364422 6o.o0 40.57' 21. 09 25728 44" 40.00 1-7C3.15' 92°13`34 20.00' 32.19' 20.79` PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK NO. 2IG MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT TRACT NO*CHIo #11AwNF-. GOR . CULVI=RT CONSULTING CIVIL ENGINEERING ROAD NO. HKAO1WALL N.W. GOR. 19tH. 17802 SKY PARK BOULEVARD DRAWN BY: APPROVED BY: 587 HAVEN IRVINE, CALIFORNIA 92714 1 DESIGNED BY: FILE NO. PHONE 714 540-2066 CHECKED BY: at ' ASS'T. RM COMM. ENGR. DATE ELEV.. 1430. 888 1 c 5frcef FJev.f"ror�af5o7o�»cL i ib VAUINDA AVENUE 0• - RECOMMENDED BY SHEET 3 OF 4. VAIIhWR. C E./,I8I,�e DATE ,PCO• REVISION BY DATE COUNTY ENGINEER DATE J. N. 126 - 177 u V.4 CY U • CD 0 — 0 �. 0j to w L 34.33 . T f V � S Cu(2 E RN t � CZ 1'tJ si] _ _ coo =v W G 3 W ctl = ? . .9.3 0 m I t N t` �} N o a - + + a g t4'1 c� + V N Nm k V EX. t2. Gj lj (l � __ co , a? ' fl TOP O 6 � d S f, tc + r EoQc?te• R - ('19 0 40,%7 a7? .- O.G. w CUZm , L ?G,.24•` f g , . q t N (1 s G4.42rt SO` V-G. G4 .8?� 2Co•-7I' 4.9.53` - t) / fi --�` ; _ d I✓ � p c.��s•� � � r 4 pR f N N W l� _ V co -- f V ? 3 > 25 gra _ RIw • . , 0 4 � 0 N ;� _ o cD , Q _ W ► (00 V.G. �t W -'' - P t tSl c E GR. (n N �' •- f� t� d� F 2 t`. cd;, } N f o - ' - 6 (dq � t./ ... 14. 3 P,.- c� ta7g t4� (4-7715 , lP to >• ..� / CD O yf r o TOP o rs r- 00 + 0 6 - BRAD N F i _ F n L=e 7(o.24� } 8 : ll. s r 14SO d O 14701 147© E GRo L�N� °� (4'70 r f -. 9 0 , £ _. t ( V _ d � � � ICr Cl 0 U f 1. QQ r _ • m Y. , � t9 X �� `�E-- .......... 77�p 77S 0)/ "1 EX. Gil } !o / F / .0 d u _... �................._ TOP OP N t4?0 14.70 S d Q E � ta--7a 0 • f _ d ` m ��ZssO` N E c� R c0 • } f� N 0 + J d r d O t2fsTURN _ - W i // f W W fi v _ — 4 RTU�I�I K v 61 N C14G5 P.E. ?2''93 i z F x•GR S• R!w } r F k TC}C OF m 5co v'c. PROFILE x 2 r x - pa (S7131 HORIZ. 1" = A - i _,........... 4 1 3 .. . . ;_ t450 Q � � VERT. 1 = 4' .... : 14-70 �. t470 SCALE 1 �= 40' t�►0-��� 21 22 2G 27 31 32 W sp33 34 - �5 � � km+flIU N I ' SA 16p`V e ti11E ly MONGO COURT ,tGV4-r AT � 6pp0 � N ���9V SEE SHEET NO. 2 E) f s 1 O 50 V 3- ' 5CALE y I "= 4-0 A a -7, ,e, Q7 45 0 ± 3 ` J �- I �Q 411 ` ooh m= \ 2 45 .00 72.00 '� 2 IOI. S5 Il0.45 Pt- .5" 1, '�j �5.lea A 4 r G5.00 Ac J . - a0 �; v 1 m 2 - O00 ,pRY. .�. a 90 k9co N 10 44 s' �ti Jr � • R� -�.5's' �3� � � r� -ifs —� 68.00' X8.00' GB.Oo' G8•oo' 68.00 49.4 Z� , G� 2 y� i r 8 4 G 2' �-- 1 4 2� A w p r _a, i t �' 4 7 g' O 1t 0 �G 1 1 2 g 2� �o� co (? O d 0 1 1 60 o� r � 0 4 c `) o f C\111:1 1 ' 6) 0 a 18' I e> t2 CURVE TATA p \9 + ' ' d�` Col H(G" CON G. BLOCK WALL t (j t �, ' i a PE2 GIZAD("G PLAM . 0 � � U - O +� (� A R L t 8 � /e � G , Q OIC m O- 3$'44'22 GO.od 40.57` at.09 � 0 ' 8 �8� /2' + Uj 43 42 Q•t 40 39 �8 37 3G OB -- 98`20 .33 20.00 34.33' 23.15` 28 0 27 3G 5EC ,AT LEFT C 40.00'81 39'27" 20.00 2a.so' I�.28 Moti1G0 STREET CONeTRUCTION NOTES �— 2s7Z$ 44' (-19:7C�` — OCONST.• A.C. PAvEMIEN-r (@-- 60N,BT. 8"GUR$. GUTTER PLrR S•B.CO. STO DWG NO. IIS ' N OMGO STRGET - F I IntCH AVC— NUE G CONST CROSS GUTTER PER 9•9.CO. 8TO. OWG• "0 • 119 77nIMSTALL CONST SIDEWALK Pt:Q S•8.00 . STO. OWG• NO. IO9,TYPIr G 0 a CONST51DEWALK RAMP PIER S.8.00. `3TO. DWG• NO • 110 POST WITH REFLECTOR (W-ZI IZ) pER S.B. CO. STD. DWG. Mo. 30(o PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK NO. 216 MADOLE & ASSOCIATES, INC. t 51"d vtv. ,n Po o ssle Frxh AvE. j2 zp°hs ROAD DEPARTMENT TRACT NOOCH10 ONom. COR 1 r . CULVERT CONSULTING CIVIL ENGINEERING ROAD N0. DRAWN BY: APPROVED BY: HErAIDINALL N.W. COR. 19TH. 17802 SKY PARK BOULEVARD DESIGNED BY: to�`2,"It'll FILE N0. HAVEN IRVINE, CALLFOR -2 92714 y MONG'O STREET lot • � 5 8 7 PHONE 714 540-20b6 ' CHECKED BY: �` ASST. R COMM. E GR. DATE ,• ELEV.- � 1430. 888 _ O,}•�. �7 RECOMM�NOED BY FIN,CH AVENUE- SHEET •4 OF 4- � r� . /l1,rJpD,GE, R. C E./�-Ie PATE N0. REVISION BY DATE COUNTY ENGINEER j DATE J: N.- 12G-177