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HomeMy WebLinkAbout532 v a _ .�. y s31,41 11.0 _ _ 4 r i oC 'eC � an GENERAL NOTES I tst d C's t V V a¢7 �4 V.V t� v p90 _ } �1.2i� 1. All work shall be done in accordance with these plans and the San techaAno Coun� 5}8ndarAs arld 5pe-c� ica�io s W U O a O to t' +a - t - 2. Bench Mark Data: X0900 00 mtn U + - Chiz Q H.W. Culvert, S.W. corner Haven 'Avenue & Church Street, >r c •� d to ' - - k A 171. Elevation 1254. 972. Co. Surv. Bench Mar - to - N�r�h u, 0.41e • 3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at each intersection. N04' L 125 .+9 Grade ak III• � S9� - ♦- TOP NnrTtl Cut^h? � - � 4. x,11 pipe lines or substructures of any kind and Veaephone_ or power poles,wa�er tne�ers,vt��es;hyaren�s ekc. 46*11 or r k show on hese N plans w;}hin }fie Iiyrk of}his subAWision or in ad�ece4 areas where improvement work is to be done sha 11 be removed 6� C LQ or relocated as required at no expense to the San Bernardino County Road Department. 68 /0 5. Compaction tests of embankment construction, trench backfill, compacting original ground, and FU�ure Tn(3 N6r�'41 Curb rTop o� 5ldewalk � all sub-grades shall be performed at no cost to San Bernardino County. i€i 5. a W p C Q G eatiens Geetren 1Tit shall be-5 , n 0� Q �n Q v_ W } feet to -1.5 feet belera the grading plane 9h l l be 90 -- --nt --- lieu of the-95 -pe� _ L 0,�� IO d C d1 _D 44ni ahed Traria^ifin^State c•�......dard ` eifieatiens Se mien W ` u.1c: _, i9 _ . ^"' . A written report with these compaction tests shall be submittedtothe Contracts �� he County Road Department for approval, prior to placement of base Administration Division o Administra n i f t s and/or surfacing. 4 . material �lr5l tr1-tf1� y v 6• The responsibility of adjusting manhole covers, paving repair, paving replacement in connection a3� with subdivision sewer and wa}er line ,ns�allak%ons w%11 be. the responsibility of the owner, and shall be accomplished in compliance with Ordinance No. 815. p G 1 cam ,` �� 1Z5Gj 7. When curb depressions are provided for driveways, complete driveway construction will be required in accordance with County Road Department Standard Drawing No. 128 and related specifications. ti �paAle �� r 8. At- the completion ill rough grading, a matoria, Is report and the proposed Rtruptiiraj seGtjon �-� .�� ��►' h _ shall h4 submitted by the t act �n-g�eer to the Subdivision Spction-c)f the San Bernardino ounty- Read rtment for review and eval-i-ation. Approval A,411 he given when all str-ur-tiir-al sec-tion �� n.) �/_W/ol"o `y\� `yam, ` E , L F,S,� uir- a is have been met. I /40 � k 9. A permit will be required from the San Bernardino County Road Department prior to any encroach- ment or construction within the Road De artment ' �/� p � easements or rights-of-way.25 10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to ILI - the plan grades. - 11. Sub-grade stakes, driven to the pavement sub-grade elevations, shall be set by the contractor or engineer. 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 fi j paving to permit spot checking of sub-grade by inspection personnel. f 12. All sewer,,gas and wa}er inning ana Ia6rals shall be constructed to each individual' lot, prior to paving. _ 3. ng, a materials report shall be submitted to the Contracts Engineer 1 At the completion of Davi of the San Bernardino County Road Department listing all tests or determinations completed to # : verify, . s" (a) R-Value, sieve analysis and sand equivalent of aggregate bases. (b) Stability, oil content and sieve analysis of asphalt surfacin9- 14. . n 14. .' When Asphalt Concrete is placed on native soil which consists of a rockymaterial, the sub- ade shall be prepared by removing all rocks which protrude above the subgrade and all voids ' gr or depressions shall be filled with a fine graded material of a quality better than the native material" . 15. A permA will be- rt%uire� from �c 15-an bernardtino 'Flooa Cankrol Diskr4 prior ko ani encroac�me4 or c-onS}PUcA-1on within �' fhe D'ts4ric*a eaeerne4e, or righk-off -way_ or connedton +o any Flood Confrol Ois4ric+ facili+ies- Perm;+ rnu4} be applied for a+ PR�� L� SCALES , HORIZ: I"* ' e D s ric 5 office 4S day prior. o Slam af-con�ruc}ion. vERT: V%4-' - CURE RTN. DATA CURB ITN, DATA SEE SHEET 2 ALAN SCALE See Shee+ 7 for 15K.'Nall De}eil5 F 3 6=90°C11' 21" A =89°51'3a" 11t 4' 3 ` '13Q� 3C1� L=31.43 4 1a' ►� 1 4 L=31.4 w it 4t� o T = 10.01 uw w 1.5' I ' _c� Z= 19,95 �, 11 �� �5 W f �'�' (� t _ I 3 * Z A LCI ALTs 57 l -p t9 1 I I I I I 13 14• 15 ui 1 GO 11 1 �' t �atll F SEE 5 HEET 3 o .n � u -° III Q Q I I ( c- m to c C' Z a - II �� 5 7 ,` r uCLO Q? .- 4-9� I I I I I I r .i a� db . block Wall �CO CID W I I I I I t to ' a 6e it13' 1606, W all t o i� ��1i k�` a '7 cr 3 ` h - 3 W i j � �, '� ci B A L S A ST. Ln 0 T-nT�t .... Join � 1 Extaf. R v �1 .� 5 SHEET to FOR DIUINAGE nETA1L5 6- Remove eA;S+ becm� l I - - - 01 WA ST C4rT5�' 3 �o Co' QJ10C1C EXIS+. A.C. PVrri+. C1.� SEE SHEET 5 Cg Wall per 5�8 '501 � cC I CHURCH T �"� IM T STRE E ` w VL 302 cc - > _ t if �I Q � MANS, 0gyE ST S E E SHEET 4 ['� 44 till 30' d W NUT M EG 8T, > Faaihtr 2' �� - Q C. ovtr ex- �� DESIGN N8}ur81SEE 5HEE-r 4 i = SCA GRAAE tart+und E !/4":I LEVEL '-� -- LINE t.► v_ , 1.GyMm. ' InT-- C ON S T R U C T I a N N O T E S L ��. /� I. SG H E f7 u L E z CHURCH ST, T 1 Exial•, A.C, P emend-� -`"'" (D -- onstruct Sidewalk per Std. #109,Type �► STREET Tt. 5 E E S H E E T 4 construct Wheelchair Ram perStd. #110 CHURCH 57. 5,5 Con9+ruck G' Concre}e Klock `[dell p p 1k � 8. TY A I C A L SECTION (&) -Construct Curb & Gutter -per er std. #115 ` MARINE AVE. 5.5 �}--Construct Cross-Gutter per Std. #119 PALO ALTO 57 5,0 C H U KC H STREET (D-Adjust S.M.H. to Grade �wes� of MQnrK Ave) t E NUTMEG 5T 45 FOOT HILL g LV 0. (D-Adjust S. T.C. to Grade ®-----Install Street Markers per Std. #303 & 303-a MANGROVE 57, f5 &--install Clearance Marker per Std. #304 CANDMEWOOV 5T. 4.5 4 ��' r 5AL5A 5T. 4.5 I ' N PAS aL10 5r �.5 OE% MAP (E+� Install Post W/Reflector per Std. #306 C&sf of MorneAvG) SGALE 1"=20t�t ANOREASEN ENGINEERING COMPANY C:C�k11'IY Cif' SAN ¢�f'R ��i INC) T _ R 2 580 N. PARK AVENUE i Q L�� _,.v, n. Ill c # d�1 d d t, �����'� ' ROAD D E i- A R I INI � Ni i 1Q T N g 8 s ed o f Gc of Bio e i PnMatdA, CALIF. (114) 623'1595 s r s`'r s STREET IMPROVEMENT P LAN ( (TP,5 No- JA GCWU RCH 57REE T _ I 1 NO, k _ _ �t er. r:e. i. C01,1vlt EN_ � it)t,' . Df,IE _ - ; S DwG. a,44t�� 1Z.c.E:azas � � ' -- - �- __�._�__�.__.-K �s° ir � ;� No. 53 Z.. 412 . RATE _ .} _ - _ ---- . -_ -_ _-_ -.-___. _,__. ___ .. ',fi PK' k; ��1S10NS Af's'1,� (iAl t -: • 7f%(��, �3...__ _� �.. I E e T ,:f t -� F e,.1 r t Ct: ,(ilf LNGIN E' DAJ l 1180 y — _ 106 d _ _ asp N C t9 � + 10 � r AIX . C1C�o 0 r J r o - C4 1 •��°lo , Tap We5'� Curb - w — 12� 31,43 N4 to4-9 L9 _ G c-3 G c C r to W 1 Q , 0 >r . i• Z +�q 1,2Q°re d 1.42 �: t '� - ����o b1.4'L - _ 428 F _ � F,S, a on } lgo- -K06 -- 1,41 C G Qr wr4v cJt go - �s� ♦,� 1255 !a- -0-} t c4 ° C _ - G %9C 90 AF 0 _ to G _ '1,42 31,42 • 31v- V ,42 31.42 `, EaS� R. - - to cc Gen C; X � o r 0 Cato , IIIIIIIIIIIIIIIIIIIIIII' IL Ln vp e� Tip EW Curh 2.2� ' -� VeC—' r � , Eg A1C Z - a' ut cLv 55Op Its C4 Ln c Lf c Ca C14 IbENCH MARK NO, A •111 ole CRIZ ® HW CULVEKT S.W. CnR. qW P�C1I:ILE SCALES WANEN AVENUE , CHl1RCH 6T. •�i HOKI L . V% 40' ELEV. 1254.912 i 2 3 ' __ VERT � 1"= 4' CURB KTN. DATA PLAN SCALE 1 A= 9010 n2' ,�11" 1"t 40 R • 20 7 ►.= 31.43 T =10.01 o° to n!rn G 1 2 3 4 5 re 1 8 9 IQ 1 1 11, IS 14 15 16 Ci ind c c cc cc Q° Transition NIt �' hti!ry�l See se G (D­\ M A R 1 N E er AV E Si S 3 I �� � ti �''� Y17 �` "h�h"� ��. yR. ��K �n��� A°� _ (cyqtr' 10 -41 LAI �� Sidewalk 12 `� O �oi IL �►,`' �; «,�•y'�, I Transition 110 I C co • _ � I Q k, 0W 1 V Uaz V v M Z w w v to w U ►� w 13 ~ w I IL 59 ci � Z c' 5 $ 45 cv � � u 44 31 w c o a 1.5' 1.5 C = 4 c 4 4' G G c 4' c c o L114 4 c c v 112' t�9 c i 0 I I 1 .�' r' r' lay C r' . = 1 ' 18 1 o Qn, LI. + C 4- + 0' a + + +Ln 0 �' ,�r + + GCJ G Q 6-111 11 SEE SHEET 1 S EE SHEET 4 d 5EE SHEET 4• SEE SHEET 5 r SEE SHEET 5 CUM RTN, DATA CURB RTN, DATA CURB KTN. DATA CURB RTN. DATA CUM RTN, DATA CURB KTN. DATA CURB RTIM)ATA CUM RTN, 0A'CA CURB DATA D=8s°5718" 0=900 d= 30 R SZO R=10 R=tir7 R=10' R=20' R =ZO R=10 Rt 10 L=31.40 Lt31.41 L%11.42 L=31.42 L=31.42 L=31.42 L= 31.42 L:31.41 L=31,42 11 18 18 12 °� CON ST RUCTYON NOTES 1 Construct Sidewalk per Std. #109 *V 1.5' 4' Co•5' 11.5' S.S� 5.5' 1'L•5' Co,5' 4' 1.5� � � p �p� B 2a--- Construct Wheel Chair Ramp per Std. #110 Sid a 114"c I' LEVEL -' c -4 LINE o . . 1` }---- Construct Curb & Gutter per Std. #115 - 44 • , 510 ! {>�-- Construct Cross Gutter per Std. #119 (D--- Adjust S.M. H. to Grade ` TRACT N Q 8 9 ,. , �'- � �: ANOREASEN ENC7INEERING� COMPANY �_ f a C�:.�U'�� Y �fiF� ��:�, E_ � 1-;:I� � t��=g'� O 20'7 pe /3 A C Adjust S.T.C. to Grad 8n PA AVENUE - ... . .,. ., r. �2 _ _ t,�.,� . ee'' tt''�� tt� t� r 1 . _._. Install Street Markers ROAD V C t'" > { MEN 1 • (�— per Std. #303 & 303-a PaMNA, CALIF. (114) 62S-ISSS ' { © Add�safrvcfaro� section ��- � L � - 5T R E E T IMPIKOVEMENT PLAN - TYPICAL SECTION 1 Install Clearance Marker per Std #304 MARINEAVENUE s, �� ` aV E NUE ®----- a - _ _ T A. ,4 E N E MKNE c . I �-- Install Post W/Reflector per Std. #306 ' _ �" BY-- - ,; t !1_t1_ EPGR Rnorr4_ D!:TEArc r. CC), _ vIIIO 932. 'e - - I / � �,C.�•61Q5 i � `C.. H. =1...rctPE`s• �r, EiY •� '- � -re aA1 _ ;yi fiF'.'., DAIS asst R,.SJ" i, n.zT Gt�U�� Y E'h "d: c, R D<.TE SFt f? �; 4 f M � v V a 4,14 c ncu � b - > on cur Ly - V � �[ W p G a 3t.43 > > Si.40 ac v _ � _ -- - - -' -'" �""' •� + � - � � iLn c „° rte c r � � u 31.4c� atr 3143 - - 0 4 % ` 1°14Y4 4 4°f4`Y4 u, �n,. , ac c s o - FU Qra Top N04� Curb .� N �, _ .� tit V �4 °4 4 � � o av � c: " - m _ • t r 1L a ap �_►a0 _._.. �,�j _ 'O �q -�- °ro t a r - �, Pu�ure Top W ErO�' Curb 0.40 .� wes�r R. r - -',�� loo'Vc, 1280 - .�. r�`°�' - �18� m - LFu�ure Top N�r'ifi IOt1. ,9 "� N o to Ln tnt- Go r rapin 2 c z _ + � qi Q. _ _ -�- r Q -Q G In - b Top 1N est Curb - C _ _ _ _ • �, ° G C4 t - r c�p �pp o 0- to Wn in 41- 00 + l r r ^Lo G _a ri C to •� _ �� rr b � i �`'a 00 = e e J" o L _ 3. Fav +c Sao + ao } av Sao pari + * �, G. FV re L !�'j CJ% 6� 6�i' 6�r 61 t- GG r- sr f u�ur a �+ F,5. - - - - 1TV - Gea�Q OF PC.C. FOOTING39.90 • SCIS an cur ExIS� a� �;- v C.1 i �Oo�p �,�0 - ® On wrb lie F,g, > m � s do 6 Jvw *940 0 In to on C l0 V4 Y4 Y4. CJ m of _ Fu�'ure CIO Sou4 'top Curb �� 491 - c_00 -4- 619 a djto do G N� O -S's 00 -` � T� SOu�h Curbl a° p.� - ter Ful urlt Top Curb P 1 Q} _ � Q /� Q � Ci E�67 TL + - - r- r t- `A `. vC� Ir v /o So��h R. C1 '1. ` r r .: lop Easy- Curb UNCH MARK NO, A--1'11 CN1t >e t•4 W CULVEl�T• 5 W CCPR PRG�FILE SCALESAVENUE CHURCH SNP,667 P FILE $CAt. 3 HV HOR12; I"=40' HAil1Z ; I"=40' 61.6 • 154912 VERT, 1' s4' ��a 11 13 14, FwT 1 4 1O Y 2 7. 13. _ 14 tS CURE ATN. DATA PLAN SCALE PLAN S ALE a=89°5l 38" I"=40' Iri_�' L's 31.40 T ' ►999 w 2 18' 10 I r to 4 I 4- 4M 6, 11 _M s tll CP I x�\ MA>�INE a _r z � w\� � .� J sidewalk =' �� I �, L_, -w = 1 Tronsltlon fo` I ( ,� �hti o- A O 0 � ZLO � - cNt COIN � o C EXisf. Otr} Road PALO ALTs �-- �°`�� EXIs�. M4 RAa� �°� N'I Tr �' ac Line min Exi�,�. 3(o"dia EucalyP}uy�-.O �^ c - � fir' cy � Trunk ,\� 010 h-- _ G not " 4 @ 1»4"O.G 1 ' + '� bars 3�'o.t• Ex14. 3o"A"a.Eutalgf' u �� 6 Cone. Block Wall, e Q a C3tk, �r Trunk - ^ ' ci AVE' Ck!. J 1 °� Grou+all cells Solid (a'*3 bora 16"o,C•) Sidewbtk to `'' aD 1 `-' s 1 ci ;i I� Q I V b`� .- I _ tea^ do ao I aD w --y - r n, Z' Erc151'. 5V dna.EucalyP�•u�, t v W ^^� Vti c c c II b -�' •I rt'►�x. u k con 1 bWck v LU u�l G r' Sc n I /G bor,coryf � -'�' c Nall} er �e�a�l m. Z % in /�- 3 Rb RTN• DATA. c +fi � al' L�4� oe to 1 Q C4 0 co :3 '� 0 � > I R = 1d 5EE PLAN AT R1C•�HT N -� r , • Z.4" t7 �' c a 4' 16 19 2Q 'LI 21 23 os 9' L= 3 I.43 rt" r' 1 ' 18' 16' 1 Cn `+ T t 10,01 _ 2' BLOCK WALL ALONG ?' � � � C, 46 NORTH LINE LUT 11 .n � a� 6+ - G CURVE DATA CURVE DATA CURB M. VATA SEE PLAN AT LEFT CURE ICON• DATA 4= 15(°52' 12" Cb.R='� 0=14Z.°01'39" L=94•'L6 4' - HEIGHT RETAINING WALL p:gg�5�'38�� G'90°01' 22" R. R•50 L='52-IS R•' R= 50 A! 138°24'25• L= 120.78 ALONG NORTH S1pE OF PALO ALTO STREET R.10 Rs 110 Id, Cb P\,.GL L=39.9Ct STA.12+75 TO Ib+10,50 Ls3143 1 'BoZ n s CONST RUCT ION N 0 T E S 7 %'Lp.01 N.G. 3G� 11, °� . #3 bar, Cdr+ RETAINING WALL DESIGN NOTES • ? 1�1 � N Q1 -Construct Sidewalk per Std. #109 'Type B A' G5 Z�-----Construct Wheel Chair Ramp per Std. #110 • 1. . Concrete footing to be pouted on firm, a3 --Const G' Concrete filock �!�(al! perSEd %301 o C 0T1 . Ce" COnC, black Wall � solid, natural soil - 12" below ®----- Construct Curb & Gutter per Std. #115 1►'.I - -�_ ---� Lev EL -7 LINE , t� Grouk all. Cells sole �� - finished grade. &--Construct Cross-Gutter per Std. #119 2. Block to be: Grade "A" Units conform- i�;= Seo a I4 ' a cf, E uSl ing to ASTM C-90. 1, 7Q-Adjust S.M.H. to Grade 1 J 3. Mortar, grout and concrete mixes shall �--- Adjust S.T.C. to Grade Fu�ure ,mprcemin�g p.Zo'Typ.t3 A.C. . ,c Q conform to the building code and have 09 - Install Street Markers per Std, #303 & 303-a Cons. 4 Max high TYPICAL SECT 1 n N 04 bars Co 31" O.C. a 28 day strength of 2000 psi. �}-- Install Clearance Marker per Std. #304 , (or �3 bars t 1(C"O.C.) b `•_ 4. Grout all block solid. 11 Construct barncade per Std. 305 re�ainin WeII per PALO j ��^ .�., -� 5. All reinforcing to be intermediate AD-_:-- construct temporary Pavement per Std. #305-a ; Qe�ail aA left. FII. `1 i # C + grade steel conforming to A-15 and ®-- Install Post W/Reflector per Std. #306 (See Plan 4 Profile) 9 bar, on , A-305. Splice bars by lapping 25" �---- Con%�Nt+ Sidewalk A $lock watl per Std*lot Type'A" 404. k 30'1 min ' a 6. Provide for drainage by eliminating -� r' mortar in all vertical joints at ANnREASEN ENGINEERING, CnMPANY ' i� I , . f: :{ IJr: .1 }` {� 1t!�i gt ;` �; { TRACT N 9 1 S o ' lowest exposed course. u - A - P 550 N. PARK AVENUE Qi Ad'us4ed wall _54gfionin 1c, '�'°(�S R 0 D D E-" P A F� T M E� N T 11 7. All work shall conform to uniform P3MANA, CALIF, (114)623-1595 J 9 5 T I� E E T 1 M P R 0 V E M E N T P L A N ' c�► 1, log building code and/or local building ® .Addad sfrvc6,--a _secfion hGH •f 1�C. i. codes. ) ) --- PALO 5 A LTC? T 3-4 MQx HE i G H T RETAINING, WALL 2 _ c r ► o , tJYvCs t V ALONG NORTH SIDE OF PALO ALTO 5T _ _ . Y _._ o R•C.E•82A5 _ _ , r � M AKINE AVS t c • �E Pr s.f STA 11+50 to IZ+'f5 13+110.50 to 14+45 _ 3 4 l� l E n�sT c :rp c:, =tE COi� s1Y E t := ... Ek DATE Sfff F T �j of � s BENCH MAK. A 1 CHIZ o RW. CULNEK .w. T S CO R. H ANFMS S _ r E � CHURCH ST V 9� 84 .14 on W b _ urb - ELEV. 1154°��2 on c 64.14 on curb 31,41 _ on cur r En � air v Nr r cry a. i9 c-� G _ L _ _ ca t,; L9 c9 w d W a, R. NaA h .n G to lA • 1'LCo 14t 06 m C6a 0 ai Co + r= =n .n -� 49 C, Top VO4Curben Nor�h R � d% Q.�oB % `n c 0, B% 12CcA 1ISS Top Noah Curb - vso Z `h N c Q in u1Lft V oD t><l . v �, oo _ m G Ui oi, Ci - t %9 b0 ori + C4 CD �$ Ex15�, t N 1205 G _ r 4 _ meg ' l� to _ tip O t� + + - ♦- +C ♦ C too V C C 0t9 -� Nr-- � p, 19 -If in •� to i ISGO V 39.9Q 7Mt. d- on curb v 3 l8 90 o t,+ 84.15 on cur 31,42 G _ _ � �; . o , 31.42 - - N Q > ap 6� ul cr vLn c c9 c9 " - _ a0 40 6� - Ln o.. aA t+� T Seu�h Curb Q9 W c 1,03°�° a' ap �,L" 1.03.1° IL d.ro�% (4b y 11�A Tip Sau�h Curb X255 SOA R. PR0FILE SC ALES nR��`�� SC ALeS R1Z; 1"s 4t V ERT ; V 4• 5 AN Sca�E 3 �� ALAN SCALE CUM RTN DATA CURVE DATA � :4� CURB RTN, DATA V's 40' DUME�3�°52'7 'L" R. tt= 50 ' L=31..18 R= 2A L• 31.42 Cb =�02 ` L=39.90 L=31.42 A R4Co2 1. S5`t � 6 SEE SHEET 2 0 I ' i� SEE SH EVT 2 . _ v 30 30 � � 58 5"1 5� 55 54 53 5Z 11 18' 18' 11 o� 4 � � v �,� a' -11 11 't C 69 G. fo't co� • Vl 1.5 G G (� . 60 0 G I 1 ► G a co • G � d + + u' C� W m 0 d 4i i '' + - I Q ham' AZ \ I ... '- > III 'K 91 - 0 9 MANGROVE 4 � �. ST. �� _`°��ti� �� 9 NUTMEG � CID ham• ti g � �, — � g G � 00 .c uV-i 0 hu WxZ v m c INC � w w w v. Ji /� 7 .c + Q d %9 `"� T w `�' "t3 14 1 '1 _ � a G O 5 CO '1'i '1a 59 COO GI 62 �3 G 4 G5 � �uRVE aaTA � 0 I U' ° , „ Ct]RVE RATA + d 'L53 44 24 ,` D='153° 44' 24" G O Cb. R. 38 Le 168.29 P. R's 50 L= 211.43 G Cb R= 38 L=168.29 R. R= 50 L=211.43 CURB M. RATA CURVE DATA _ CURVE DATA 12"'9Q CUICP�. RTN: DATA 0= 36° 5'2' ►1" R= 2Q Cb R-�2 L=39 C 0 Ig S T R C C T r 0 x N 0 T E S L=9C L-L51,42. L &--5n L=31:18 � Construct Sidewalk per Std. #109 - "S" R` 1� R. R= G1 L--51.18 � y� C D ft L 39.90 ---rConstruct Wheelchair Ramp per Std. #110 cons�ruc+ 6' concre.ke bloc4� Wall per Sid.*301 } ! 30' Q--- Construct Curb & Gutter per Std. #115 Construct Cross-Gutter per Std. #119 15 4 COS 11.5' 5.5 5, 11.5 .5 4 1.5 r a•— Adjust S.M.H. to Grade ! s �---- Adjust S.T.C. to Grade `* '►'' he �w off, 09 -- Install Street Markers per Std. #303 & 303-a s Q c Install Clearance Marker per Std. #304 SIC a y4" : l.Ev EL ' -► LINE M. r ' 510 eya_► O ®--- Install Post W/Reflector per Std. #306 t TYPICAL SECTION BALSA ST _ �. � .�, . . . ., 'TRACT NO, 69 18 ANl7REA5EN ENG�INI:ER�NCa GAMPANY € ( �_ CO }, t � or StIN 1:1 � t !-1�11� ) //��^^ T. W N. PARK AVENUE i 7 C A N O L E W"`J 0 5 !. 0 Added strut tura! sacfr on �G ROAD� � � �. � � � � �� �, � � . _ POMONA� GALIR C 114) (13-1595 _ � _. 5 T R E E R Q V M E N T P L AN F C',?{� ter, ._.�, MANC ROVE S?. _ MANGROVE „i ! NUTMEG 57 . civ T 10 10 ' 4�•tP.`:^'TTfiF' BY CCE ----- _ — AS>T COUNTY EsGR. ROAD'q DATE N T 5 T wc*•N 3 2 T MEC ! F. /J / /.5 0AT Rt rt r•'� �C G. R !+' • �� j - ;c; S ...'� itrt {� '�;it _... _._F. SiE. 1 E 1.�. 1, .v+-.� �z, , �.. . .t Cr., «.; �v- _ ,E c r t r p.z 4 o 4 3 l '1MCH MARX g, CHIZ © H. W. CULVVIT S.W. CORNER z - Q1'1 Curb 4, CHURCH STREET HAVEN AVENUE : . ELEV. 1254.912 g.g� 8 a 4, 14 � _ ` 3 n Cv rR� v - f4 G��h °4 4� uj� G # 0 tn co W �9 1. '2FF or - + - v - °- • s Q- o - s� - c9 V G a N R. r, c r h V4 /4 V t w /a - r L�l1 *- ni1 C' o i _ r - 11'1 a 6' G r' �q �!r _ �Lq ` Nhr h R. Top Noah Curb �- 2. r , � C r rte► �r � 040 _� To Nnr4 Curbs 1115lot 125 t11o5 z H p. ljt V _ V O Cp ' O ss EKI�sT t + o Z: r. > c �, t —� A w t c o G : Q a c -c - vtn a s `n v c -c`J i9 v 1 0 °r• Z ,� to cd o an a9 t }y c9 -r v C K 15T , '1.• EXIS�, 6' a' N C4 to J c9 C c9 00 39,90 84 15 on cv,•b e r Cry-- +TC c T- C � F, , � LAI � `�' 12`15 N. v SO.tO 84,14 on curb 31,41 - on curb - �4�494� 4� - Le v _ U' Sou{h R - .,� 31,42 17 s1 °` r l21d _ r a ,- a• Top SOQ�h curb 1.03% IR U3SOA FL to N Ln N G A7 r r- s� 12'15en - To p 5�u+h R. :12-15 1't�5 c.�a �e PROFILE SCALES 3 PROFILECAL SCALES , HOKI ; 1 40' Ht1R1Z; t".4O' VERT I 4 VERT F 111.4 t'1 1 1 4 5 PLAN. SCALE cuRv>= DATA _ CURS RTN, DATA I 4 D CURB RTN. DATA t31. AN = C A1.6 CURVE DATA D=90° 6°3G°52' IT' ° =3(a° 52' 12„ N% 20' R. R= 50' L=32.18 R :10 Rr R- 50 L=31.18 L= 31,41 C13, traT L-t 39.90' L = 31.42 Cb R=61 L- 39.90 i SEE SHEET 1 SEE SNEET $L 3(i INC " 18 Ib' IAKI l ' Ia' la' .i � 4 d 3d 19 'La 2.'1 16 25 24 4 4 43 41L 41 40 w ` 39 38 16 ui I. ' t ' o G �'? '00 > � > 00 �'( - Q Q w 1 �' �C., I) - I CO `0'- 3 Q a t I de °c 9 sti1 �. A �0 4Ah.. °O S I ^y v^� �`° DAN ^may 9 C A N D L E W C n(� ®� �c S T ^ • co i 4147�/N'V J*% Coop O be / I — co 4F 4 _'n 01 G � ' W to I G W ILU Q w 1-9 3� 3� > a �V e Q 0 31 32 33 S4 35 a 45 4(D 41 48 � 45 5C� 51 = I I G CURVE DATA _ o CURVE DATA I au a =153 44 24 I I I I 60 c ° J, to L -253 44 24 } Cb K-- 38 L% 168.294. Cg. R= 38 L= 168.19 - k R= 50 Lz 121,43 CURB RTN, DATA CURVE RATA CURB "N. DATA COME DATA A=W 5'1.' 11" C O N S T R V O T 10 N N 0 T E S D*°Jn° G• 3�O° 52' IT' R120' R. Kv 50' L=32.18 R=Zp SEE SHEET 4 aF 7 fL R=50 Ls 31,18 L=31.42 SEE SHEET 4 OF 7 C&K-40' L =39.80 (D—Construct sidewalk per std. #109T% "e L•31,41. FOR TYPICAL SECTION Cb K=G'L L=39.90 F0K T`f PICAL SEC710N 2("}--Construct Wheel Chair Ramp per Std. #110 3a—Con5-I•ruc+ C.' concre}e block Wall per 54*301 4a-- Construct Curb & Gutter per Std. #115 , f --Construct Cross-Gutter per Std. #119 ; ¢—Construct A.C. Pavement per General Note #8 (D—Adjust S.M.H. to Grade ! �--Adjust S.T.C. to Grade 9a— Install Street Markers-per Std. #303 & 303-a Q--Install Clearance Marker per Std. #304 • Install Post W_ /Reflector per Std. #306 ANDREASEN ENC�INEEKINC COMPANY _ 1 ` t C0 fP-1 Y Of St%N t=E.RN'Af'%iD1Nd) TR NA 8� 8 T ACT � '1 580 N. PARK AVENUE _ ROAD DFE A TI 'II•: NT POMONA,CALIF (114)Cd13-15°J5•_ 5 T R E ET IMPIROVEMENT PLAN ROf1D No . _ - 1bALS A S7 - NO _ -.. �i tar :;r F.. SS7 C _ - - -Z42 -. __ - - (1!f'11Y FN'R RO )c; bAft Z i . - f a DLE w OOmoo. r VATEsr f F rf> r, t, f 1S F_i _ Pr,'K Y1510 . F< U�!1i: F,�=; F.,: ,r COUNTY FNMN'f'RJL g y 171 . . ENCN MARK NQ, A -.. _ CN t ",W. CULVERT SW CQRSID � 1 C HAVEN AV6Nl1 � WuRCN ST X19• ELEY. l2 54,972 � �O 0 � N _ . . T of PG,C, g1oCk o a11' _ 0 P , ` N u' ~ � - ��' r co a+Dgo - - ` '� r � `Y r t9 - - - co c�' r Exist, Vel es� Chan net Wall t! -- a L, —, Natural Ground ' r' + _-` �'G 1,47 60.80 r c� + GO 13 J Top of Foofing _ O r , 544 -1255 Top of Footing - PROFIUS 5CALES ` FFORIZ; I" , VERT !"=4 PLAN SCALE 1"•4Q' W � C Lu G � t~h 44F (p Z I W d a Z `� � � � how �5 ^ � 8�0 , ^off •� � A r C C NST R U CT G' hl. Cnncre�e �I ock W all per 5+8 *Soll �ti t3 I 0�`�4p,t•�� s 1 20 C� 4,25 x1,34 143.50 143.50 143,50 0 143,50 t 43.50 143.30 143.50 141,x, II_ V to L-EX15T, CONC. CULVERT _ �� _0 in H A V EN a AV �, 40 40 , G t r� ♦ � Lj Cons. G' hi Conc, Nk, s '' Wa11 per 5�d, #3Q1 211 y (mod ificc'l ) Co' Q � c � E E ' _tt � J S ECTIAN ASA ANDKEASEN ENGINEERING COMPANY ; : It I f -txUN P :. '<: .fit t 1". } 8 E�IuE y " �'' T K A C T 5 D N PORK AY tOMONp,CALIF, ('114) ro2�5'l5g5 __ _ I .�._.._.., ...RAV N R raME `S PLAV. tc. R.GA106.7 H AVEN AV E N UaA., _ - _ -... _ _.. - C" .Tk Eh R Ufi.R.c.E,azo ,fig., ;,� pv . No�� 53],�. F :-�A` � . La t :r t3Y a- ?S" QAC E zt I F?.!:Ott t' t IPPR DIV! .1