HomeMy WebLinkAbout661 CONSTRUCTION NOTES 4 QUANTITY ESTIMATE.
ITEMGLM ERAL MOTES
NO. DESCRIPTION QUANTITY UNIT
I CONST. A .C. I'PVEMEWT PER T`1 PI CAL SECTION 4 GEN. NOTE 4'--7 //3�700 S.F I. ALL WORK yHaLl. D6 DONE IN Au090ANCE WITH THFiiE PLAN, AND THE SAN BERNAROINp
2 CONST, O •(O 1 A.C. CAP /3, 92D S,F 50 ' COUNT`l STANDARD9 AND S PTCI PICATION47.
CONST. 8" CURP� GUTTER, PER STD . LAN I!� 2S 25 2. IEt1CH MARK: CUT "D" 011 rOP OF wrte, ON m. END OF CURD RETURN l N.W. COR. BERYL AND
p 4925 L.F. 7' I0>1 113 ' -7' bA41ON #A- 239 ELEV. 1(0("2. 115
O CONST. (2)" CURb GUTTER PER STD, PLAN ' )l Cn 967 3. STREEr si(aNS PER SAN e>6&NAF PING COUNTl STANDARD 41011 AND IlP 3o3A SHALL, bE
O CONST-. P. C.C. CROSS GUTTER PER STD. PLAN NO. 119 1V35 5.F o 4j o YC CONSTRUCTED AT eACH INTERyECrION.C
(v CONST. CLE AR A•NCE MA•RKEI� PER STO . PLAN NO . 304 3 F.A. " F]' cP;�G' JTorhti gq�Gj. JOINT I �� �' FT 4. COMPAI✓TION TESTS OF EMP>ANICMENT CdNSTRUCTI(ON) Mf NCH $ACKFILL ComrACrIN6 ORKaINAL
200 2% / GFIOONP I AND ALA. SUI�GRADES �HAI,L 13,9 PERFOKMED AT NO COST TO SAN SERNAPPlNO
O SAWCUT REM OYE EXIST. CURE 3/ LF .�— COUNT"i- A WRITTEN KEropr OF THESE COMPACTION TE9TS SHALL; bE PROVIDED TO THE
8 GON%. 5LOGK WALL rep, SiD. PLAIN N0. 301 2057 L.F. ® col"mT. G"C•*G a o o -o, o ' ° O o O o 00 0 40 CoNSr.6"C. .�.� CONTRACTS ADMINIr7TRATION DIVISION OP THE ROAD DEPARTMENT FOR, APPROVAL. r'RIOP�
F'f:F, STD.*II to PER STp. *IIC0 TO PLACEMENT OF E5Arili M4Tfl2�IAI47 ANP/0(t SURFACING .
CONST. A-0. MV15MEW PER 5. IF ASPHAL-T CONCRETI; Ih TO P>E PLACED DIRECTLY ON THE 905GRADE A SOIL STMRILANT
GENERAL, NOTE NO.-7REGItinEKf;P " THE e.P,A. FOK USE UNDEF�A.C. AND P.C.C. -SH- LLPSE UNIFORMUY APPLIED
01 T 1 FI CAL SECTION FOR FjO ' Kl W / AT TH15 MANUFACTURERIS RECOMMENDED RATE POR H15 FULL. PAVEMENT WIDTH PRIOR TOMVING.
O NO SCALE Co, A,T THr, CoMQLETION OF PkVING, A MArMINt4 REPORT 13,E SUbMITTED To THE CONTRACTS
5I 16IWFI; OF THF; SAN bERNNFPlNO COUNTY ROAD 0I5f,NKTMENT LIyTING AU. TF_STy OR 1267-5K-
, MINATION�i C0MPI.I:TED TO YeRIFY:
r A, R -VALUE I SIEVE ANAL*7l5 AND SAND EQUIVALENT OF AGWaArE bASE,
t0" t77. STNNOTY I OIL CC7NTENT AND SIEVE ANAL`(yi'i OF At?PHAUT SURFACING.
30 ' 7. AT THE COMPLETION Of ROUGH 6FADINC-i I A MAT6F IAL* REPORT AND THE PRoPt�SeD
STRUCTURAL hHAI.L P>E SUbM ITTED PSI THE TRACT' ENGINEEK TO THE SUDDIVISION
• s I � ' r,� SECTION OF THE SAN WNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. _
IF ! 1 tti j APPROVAL Wlt,l• bE GIVeN WHEN AEI, STRUCTURD,L SECTION REQUIREMENTGi HAVE KEEN
�� M 61-. See /0�rerr7er7f,5'fr-r�ef�rr�/,�efron 5ched�ie of/elf
JOINT p0'�' 'TONT
�O ��d " FT
I ..—� a ROAD DE PARTMENr APPROVAL AoE� Nor INCLUDE C?UANTITY ESTIMATE ,
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g T`{ FICAL SECTION FOR GO' j W
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Consf ,clC',oa�ernenf
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' TYPICAL SECTION f0R MAYI 5KKY AENU E
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rER PLAN
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RESPONSIBILITY
S W N POPLAR < STREET � >
Q
RESPONSIBILITY FOR JOB SITE CONDI)IONS DURING THE COURSE OF COit,"TrUCTION OF THIS PRO-,' �— W
JECT, INCLUDING SAFETY OF ALL PERSONS AND PP,�IPERTY, THAT Th+.IS REOIJIRERRENT SHALLI _
=APPLY CONTINUOUSI Y AND NOT BE I. IMITED TO NORMA['TWIE_ ING HOURS; AND THAT THE CON-
,'TRACTOR SHALL DEFEND, INDEMNIF ( AND HOLD THE OVVNE R •.SNP THE ENGINEER HARMLESS U
dFROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITFl THE PERFORMANCE OF• Q C f� W100N 1 --da AVENUE �- SHEET 2 F—
WORK ON THIS PROJECT, EXCEPTING FSR LIABILITYARlSING FROM THE SOLE NEGLIGENCE OF THE
•OWNER OR THE ENGINEER. TYPICAL SECTION FOR HAVEN AVENUE
.
No SCAI_E _LOCATION AND INDEX MAP
j�.. _ _... .-. . e+. y _ . ..
PLANS PREPARED 5`l FIELD BOOK REF.
- COUNTY OF SAN 8FRNhR0IN0 sk 0 NO
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7�WALDEN4A%0CIATESINC. TITLE I - 13�
125 E. BAKER ST. SUITE 125 Rin° nx�
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ROADS DAT E
TRACT NO. 9430
DAVID L . WALDEN DATE iZAti-�- —
C. Ig402 NiURK REVISIONS APP AZE ASiT R0�0 CO c ^*Ek E► 5 D/TE COUNTY ENGINEER DA�e
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CARTILLA AVENUE
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o° .4 g CONSTRUCTION NOTES 3 0
N o � So
_� I CONST. A.C. PAVEMENT PeP, T{PICP.L SECTION AND GENERAL NOTE N0.7 08
3 v 2 CONST. QIo ' A •C- CAP TO CENTERLINE + F641 -IEP, 2' MIN. � 6
� � AVENUE 3 CONST. 8" CURB AND GUTTER, PER STD. PLAN N0. 115 gill
WILSON O 5 CONST. P.C.C. CONIC. CROSSCUTTER PER STD. PLAN NO. 119
'00 7 SAWCUT &,WD REMOVE EXIST. PYMIr,CURE5 SPANDREL + POR.OF X-GUiTEP,
N 10 a CoN07'(. BLOC.ILWA,LI, F61Z, GTO. PLAN NO• '�61 (30" HfGH)
f LANe7 PREPARED 6`( l I7 F. �.. K RLI`". 14' �
t 0 RFi
C,0U TY Of S�`N ISE F APF-)tN0
TRACT NO. 9430 -
I 3
WAIPEN4AS50CiATESjINC. OAD � �_ T 'I NT
f25 E. elASKER ST. SUITE 12�j ROAD W
COSrA MESA CA • 92 G2 G _. _. -__ ._ _ - - _ -_ ,€ s _ y' _ Yc a Y PLAN AND PROFILE r-C7 F`
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As PRO
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CONSTRUCTION NOTES
I
CONST. A.C. PA.veMEN T PER TV PI CAL SECTION ANb GEN. NOTE N0.7 ry
t CONST • O. 10' &,C. CAP
3
CONST. I>" CURDS Et GUTTER PER STD . PLAN NO. 115
Z� 4 CONST. 6" CURB q GUTTER PEFR STD. PLAN NO. 11tH
5 CONST. P.C.0 . CKOSS GUTTF-K PER GTO . PLAN NO. 119
'5CA.LE : II'��I-O' & CONST. CLEARANCE M&RKEP, PER STD . PLAN NO . 304
6 CONST. bLOCK WALL, PER STD. PLAN NO. 301 C3o�� HkGH� Z
SC,�.L.E 1"=4O
PO P LAREe7meeT
WILSON AVENUES 6 4
Q 10,
POPLAR �E REST 'fj2too.00 cSEE SHEET 2 MATCH LINE 'hog 30'
j 5 E E �H , T 4 12. 2' 3a• ai > I2' 1 b' 10' 12'
'CID '30' �i0' 44' 44' Q
�. K 2' 18' 1 , 2' �; 6 F Q U CUM DATA:
a � 2 0 � I 2 � � � � � � m °2005„ 2
CURB RETURN rDP•TA CURB RETURN rDATA CUf�b RETURN 04TA M `II'* 3 > 1 T-21:y1
K? =139 051114- �" 90 28 4<o a� 0 w LL Q'
o'� R'Zo.oO� N u (Z=20.00' (L=20.00 ' o V w 0- - `r U + �'P (04.44 f 3
41 L= �i 1.5 6 o- of N o + L= 31.25' L_= 31. 5 e) °° o g to � o ± �C
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8
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TRAC- �ouNDARY '�j3t19.B2 TRACT �Dy. I� m„c.>✓ N - B(or,C F.
9 ® I 2+54.01 M A`f OERICY AVE•/ 9 ® 33 36 Ex.P.P.
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WILSON AVENUE L- 4-1.ed
I � T•=21. S4'
SEE SHEET4 REVERE AVENUE
POPLAR STREET
PLANS PREPARED 6`(: d g)� _
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WALDEN +A"00 b► ES INC r. .,. ,_ h 1 T ;Mow ed P/ars 1>TCI4100 ��- f,q_� ;�=Y AC 0. 9 430
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125 E. BAKER ST. SUITE I�zS PLAN AND pR0 F ILS FOR
CCS3TA MESA�CA• 92co2Co 6/OCff �Ya - _ _.. ._ _._t.. _.. .. � �; •. _ =�. " k. --," £ _ FtUab nuc
rt
_.. WILSON AVENUE
(-714) 5¢9- e 49
FROM t''y70' W/o HAVEN ANE TO 1'Zo0' W/o HAVEN AVE. FILE N0
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1 CONST. A .C. PAVEMENT PER TYPICAL AND GENERAL NOTE NO.'7
CURVE DATA Td. b�-E
T REMARKS �• coNSr. err CURD 4- GUTTER PER STD. PLAN No. IICo
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