HomeMy WebLinkAbout733.1A GENERAL NOTES
1.ALL WORK. HA...B, ESTIMATE OF QUANTITIES
GONE A AuR,_1AND1_W;P i T�!E CiTy Ov LAKE E.',NOR� OR"ONANCII-S NO,801 ANP 882 ........... ..........
AND APPLICQ STANDARDS AND SPECI_.CAPO'�S AN,,)
�PINDIX CHFIkIRTER 31 Z_j
ED T ON C, Hi- A No� DESCRIPTION QUANTITY UNIT
2.A.PFRVIT SHA.
J,
DEPAR YINI, Y OF LAKE RSNCR,�,PR�Op,TO ANY 01=1
B ODTAN TH N CITY OF AK'
3. 1HJ'r DDjELOPER AND/OR.TH_CONTRACTOR Sr'I.L.N0,r.,Y A-1. UTILITY CCIV��ANFS AND U.S.A.ALERT
..........
0 GRA.
jo_227-2500 48 F R", R;OR
............ ......
nA_
c_1 Ft__, '7?O,3/ON CONTROL
Tet
.NS
:t ' 4 .1 .. . i t, 11? I I ;�`,,'��4
N G - "C" RNG OtP AT FAST 24 HOURS 'A A_VANO� G�
BF6 N"Zi GRAGN�OP RAF-`S,
I I 99b4 FA
.............
PODS A�P:)RV[D BY I E C IY ENG.NE...R. L
5. DUST SYAL' BE CONFRO BY NA ERN, F1 ?j 5
7-
PRECISE GN'il" A",
................
0 _RT.0
6. 7�'EPEE THAN 2 H�ZjNIA� V' Al, NIESS OTHERWSE A-r ROVED,AND EARTHWORK SHAL Ct� - 11 LAI L U I
v.j H_ �jpq
----------... .......... ........................ ................
PAD, .1.0"U'VE IN _I);3,C cb�F
- ............... 4440 C.Y.
.... .....................
Of S IHF Piz. iAN 90%RE i(T THL ?I SURFACE t, 4440 C.
HCWN ON N AlN SHIALL i
LL ".LA EIA_IV COMPACTION OJI. _V ...............- ......................
BE COMPAOTE,TH..RD"O
7. FL SLOP! HAL BE I,,A S I�E P k.I,'I!AN 2 IOR�ZC%TAL TO, 1 VERTICAI UNLESS 011H�RWSE D,STALL T
3. FILLS S A TRA '
.................... ...................
.r HO�j r,9�1%C�Ns--AS D9 RVI\t.0 81 THE MODIF S T. _E LAYER
400.A�ZGFIER COMIA'Ilrl-�'i MAY B tU;ED By
._Q R�
A,S_�,M.U-1557-70 TEST N!�7 PIE SO ENGINEER G. 1"UBLIC AGENDIES, ................. R
9. FILL AREAS cut, B AT
E OEANt, OF ALL V CETON AND DEBRIS�SC AEI FIED AND INSPECTED By T
E GRADING
INSPE AND APP.?VIED solS TES T NG AS.NOY PRIOR T E RJOING IT.
PRODUCTIR) N
10 Al L f ILL MAT ERAL5F4a BE CLEAN EAR-14,110 FILL SHALL BE P'ACED UNIT., PREPARATION OF GROUN!IS
APPROVED BY 1:11E SOILS ENGNEER,
1. FINISH U
0
NO' I SS HAN ',2" PER F
SRADE'SHALL.BE S OPED AWAY FROM A' Lx ER:0!R WALLS AT
AIN,muM THEN 1% ITT FOR A UGI IeLz. 2 .
wNwA.)-0 1-OW LINE 01'EARTH SWAL: LOTS 1 T Flo Ru UGH 0 ANI 2 0 -r i-, .t, LAKC ELS=,�
MN!MUM BUI DING PAID AND DRAAACE 34A,11 SLO' SHAL...EF 1% E OR
T1 L SLOPE LIES 'I-AN 10',
HAN 10 DRAINAC-. �',FIALES S�ALL U_A MI.NiMUM OF S'D;'1P AND )VUDSiLL ELEV. MUST BE�
AND 2%IF UT O�' _0L IS GREATER
I -MUM, OF 2'FR6!tF THE TOP &T o"',!A: L.)PES
"O'N"STRUClO A M.N.
EQ' L TO BLDG.UA
PAD ELE11. OR
NA EN. HiCh'ER'
PR-�ill) 5'WOE 9Y V i IF j_RV R L_ ALICING THE To OF ALL SLOPES or OVIF,5RGH.
at 93, RAID "MWAR ��L
7-a
4. PROVIP-
D!OW Di�CHA,DESICNE 10 IANDLEm FLOWS All,V 711� TOP OF Al CUT SLOPES.
2 3- 1 V&DOMAR
5
NAT 5RA� WA�R(:Oj'cSES SHALL BE PERFO. 2Y MN 7' PAIN.)
RUCT ON 0
No BS
I e.A SO N 207 MAY.
"ZZZM SITE
��N_ER S IALI 'REINNED BY -TO SUPE�V'SE GRADINC AND R/w
SON S OF A FINAL Z......
0 R,Q�RIVENTIZ(SUDGNIS7�',S AND EXPANS. CHARACTERISTICS
R' INC,UDED Vt
F 0
SECTION C-C
I GAT 29
8'C,F 7, OMIAS EROS.MAP
I HE BUILDING AND)ENGINEERING DLPAR_MiN7_PRIOR 0 OF BURLONG PERMITS. AO-
N__ I A
17 G��)NO CERTIFi ON BY THE DEVELOPER'S C."AL ENGNEE R AN A NA' ^-MPAG_ON REPO�[By A SC:LS ALTERNATE
EN- R SIHALL 9E SUBMI.IED
18,THE 5 S GIN� RING I�i STION"ON DATED APRI 23,2001 ER PAL"'D B`GEOCON,IND.
AND F��EFIGNE.ERING � � ' '0 N DAT D AP'L 23,2NI PREPARED d�GEOCON,INC. -ACHEY MAP
G.0 E �R, N 0 WC NV,-ST1
RED A PART OF HITS GRADING PIAN AND SHALL 3- COMPLIED WIT
SHA-1,BE cGNSZD;- 7 URB N.-S
4' VIN. i
k -" VIA DE LA VALLE
0
�A, �i L
R -PE,"F C E NATIONS ARE,REQUIRE'D.THE E;_t.-VAT!uN (WI RESPECT 10 MEAN SEA E GVEN. B ii!G`
E, SHATj B I
A.REI,.ST�RED CIII/I.. ENGNEER OR LICENSD'LAND SURVEYOR SHALL S eMF CERHFOAT?ON OF BUY,DING PAD
W,r
W1.H RESPECT TO"ZJACENT CR ..............
SURFACE IS REQUIRED, H".ACTUAL 0:STANCE ABOVE NE
ADJA'�LItit GROUND SHAL_BF 0._N. SOILS ENGINEERS CERTIFICATE
j POPVT 2%
...............
........... ---- ----
.0
ANY CONSIRIX I C THAT RECOMMIFNI)ATiONS
ERS SHALL BE C�_EARILY Or INL D IN FIELD PRIOR TO COMME\CENEN` OF 1 04 AVIN.
20,ALL PROP Y CORNE
-ON/GRADNO. 12" TO 18" (6 MIN� ABOIV,� PAID FLEV.
COVTAIN E D h%` R� S' P'R 1,11 N,!?VG 0 S Oil-S iE N Gi NFERifJG C CND,`T1 0 NS
a. 9 f-
21.STABILITY CAI!;ULA71UNS WITH A FACIOR AT LEAST I.t,SHAL Et'S itI77,, BY A SOLS ENONEER TO H, 'T�' 70 ObIp SATIFICATIOM [HIS
EN COV CONFORMATION /S
30'IN VERTICA, Ai
KI 1. IN.AND ENQNEERAH,DEPARTMENIS OR CUT AND F11" SLO-ES OVI SECTION B-B SECTION "C"--C" �%Y)i F," BE A_� AN' A1j1F1ir:_N7!CA7t N OF ANY DIMENSIFO,%L5 CR
T I PLANS:'
22. FINAL COMPACTION REPORT W.11 BE Rl..OURED FOR ALI.,FIJ:I,S LIjEA7EY I� N- -T
iAN DO LI
P UO
D
.................
ENGINEER PRIOR D EFED SO;_S
13ENC
23, IF STHE S PNC TERRAIN OCCUR.1,UPON WF-CH �t 1 IS To 6� pt �T MUST BE C-LARED,Kt.Yfu,AND MODIFIED STD. NO. 207 DRIVEWAY DETAIL Js
?ILD INTO FIRIA NATURAL SOIL FOR FULL'SUPP8'�il.PREPAPATIN'S'HAI I B- APPROVEJ BY A RIEDS MUOSAL ......... C
.0 PLAGEMENT OF FILL MATERIAL,SLOPES GREA-ER',AN 5:1 AR��RFQU,S�-
ED TO BE KEYED*0 BENCHED, 6" ,VIN.
T.S. RGEf
SAIVDB� L.O _E 11��Y v
2C TLE OILS N"NER SHOULD INSPECT THE C01,STFILICT10N N THE FO-ILOWNGO SAGIS:
is DAT /0.-/
1P 0_-X^ ON AND BEFOR-BA^K-.,.
A, UPON COMPLETION OF CLEARING AND DURING 3
L OF AIA.�VIAI 0- WN
T._R1XEP AREAS AND ANY SUBSTRUCTE;R- C, LUVA AND
h':Gill
DURING kc ROv",CRAANO AN,OPORAT:ONS NCLUD:NG PRE-COMPACT."N. BENCH NO AND I LING P E RA T.0 N S. t,
. ., , 1 1. 1 �It. I /-I � 1 12 It'
C,bu A.
,Ac NS_ 1,71UN 01 BUTTRESS AN')CANION SUB-I)RANS AND RITE
EAR1"-.,VCRK QUANTOY ESTAI
D. WHEN AN UNUSUAL.GRAONG COND'HONS ARE ENCOUN ERE: DURjNG1 CONSTRUCTON. A 4441) Cn,. CUI
"F"�ECTION A®A TYPICAL HOUSE TYPES 25. 5�05101 CONTROL.:AL. GxAU;D SLOPES S"ALL D' PILANIED WFFII ROEEA ICE PLANT A' 12'UN CENTERS OR ANOTHER CURB 140 41 CYS. FILL
AIPRM/ED GROUND C�)VER.SLOPES OVER
W 1 5'IN VER CAL. ADDITION-11 GROUND LIVER, SHAU.,EF PLANIED IOTS 1-104 218 219 OF TRACT 30846
TH APPROVED TREES, SHRUBS,-OR COMBFNAIYONS T 7, SIDEYARD DRAINAGE TYPICAL LOT PLAN
�R-F.SHRUBS S.H.A.A. 3� PLANTED AT �O ON CIFNTERS;
U V
R;COMBINAIIONS ON CENTERS.S Im N SHAL-i�,ME LFERVANENT
20 ON,.ENREE
-5.YS.._YS WITI.j SANDBAGGING DETAIL
I 3ACKFLO DEV'Ct
PREVEN I Es PER B.C.U.
.......... ........................
E
26,APPROVED PROT CT MEASURE AND T YPORARY DRARAC� PROVISIONS MILE, B,� 'TO T' FROTD--
VE N.T,S.
ADjO.IN 1 NO DURNO THE GRtQNS PROJECT
3 2
'PRO�v' OSION PRTIJEN-'ATIVE OD OCE SHIALL BE P.ROVD`_D AND 1JANAINED I RING H E RANY qgS N
AP -D ER
Du
�A�.BE IN PLACE A' THE END OF EAGH PAYS WORK.
AND,S
2&ALI.W'RK Sr.I! GO..1,FORM THE M-TY AND S -CONST UCTION SAFE Y ORDERS.
A -TAT-Fa
RE,0
29.THE LOCATO N AND PROTEC-LON OF ALL J"I T1' iS 1H `S�NSIOL.Ty OF THE
AN SE': Or PLANS SHA'L FI ON Tifit JOB SIT_AT AL_TIMI3,
.
LEGEND OF ABBREVIATIONS & SYMBOLS
30.SANIT FRY FA_ Es SHALL BE MAINTA�NEID ON THE S7 FROM Bt&NNNG TO GONP-ETION OF VAD.'NG OPERATON. LOTS 103-217&220-222 OF TRACr 30846 1
FAC[Ltl.'"�SHALL 8 PROVIDED'^It ALI-SLOPES�N EXCESS
31,Allf S-OPES SHALL BE PLANTED AND EROSION CONTROL GENERAL NOTES EXIST,CONTOUR
-.3 V11 RTICAL Will N 90 PAYS AFTER COMPLETION OF ROUGH GR,,PN,AND S44�BF w;T
I.X PROF. CONTOUR
APPROVAL OF FfNA' NSPECTION. IN CASE OF EMERGENGY�CALL SCOTT HAINS71N 9 G A�: PROFID 1Y LIN'
ORD E NO�882 PRIOR TO THE ......... ........ .............................. AT R R
THE UNDERSIG ENGINEER WI FRO, WORK AND JNSURt THAT DAYLIGHT I -
.32 2. v
ANY COFHPA('TOR PERFORMING WORK ON THIS PROJECT SHA GNED CiVI I FRUL SUPERVISE EROSION •CONT F1
FAWLIARIZE HJV.,SFIx W-Hi SITE ANID RE WORK IS A�'GORDAN;�F &RH AP OvEr)
OLELY RESPONSIBLE FOR AN DAMAGE 70 EkSYING FACHU ANS.
P TIES Rt.51A.T.NG DIREC-11Y OR NDIR-ly FROM HIS 2%
ERAIIONS,WICTHE EU 1111, _ SHEET FLOW RAH.
R OR NOT SUCH FACILL!"ES ARE SHOWN 0,14 HES'PLANS. 11-7 T
........... ..........
GRADED SINALE 21
33.THE DIET- PINIER A ,
Sr
C NT,R L I?,E
EN"N"r S F `R',OVDE A MINMUM OF ONE BLUE TOP PER RNSHED PAID,PRIOR TO
'AD' �G 90"LIA1.1 R. N
ROUGH AND WORKERS FOR EMERGfNCY WORK SHALL BE VkLABILE.AT All. DURING HE 1 16
34.APPROX.VATE DATE: I RAANY SEASON, NECESSARY MATERAL SHkL BE AVAL AB'LF ON SITE ANII STOCKPILED AT CONVELN-ENT S WALL,HIGH PON,
.0 ON Or TEMPORARY DEVICES WHEN RAIN IMM.NENT.
BEGINNING OPERAIHON- 12/15/04 LOX:IONS T FA RAPID CONSTRUCT A- OWLINE
COMP,FT ION 12/15/06 4,V I-S� 8DRA,N
r-WIT OUT
4. O'Di C�S SHALL NOT REE AOVLD OR PIDDI. H THE APPROVAL OF THE CITY ENGFNEER� G.u, LOCL� AREA DRAIN
............
Nz
TOP OF SLOPE.
35. E ENGNEER MUST SET GRADE S_:AKES FOR ALL IRANAG�: DEVICES AND 031A,1%INSPECTION KEEOR APPRO,,FAL, 1, A:..[. REMOVABIE PRO C7FVF EROSON CONTROI, GEVC`5 SHOWN SHIALL BE IN PLACE AT DiE END OF
E _ g.
EACH WORK.NG DAY WHEN THE FIVE-DAY RANI PRCtLAB.D'y FGRECAST EXCEEDS 40 PEFRCENT. E.V C,
-�i I- i OF SLOPE
SON GR,A- - -1� ;_A:,CURVI TOE
36.NO ROCK O�OTHER RRE-GIPLE AAT RIAL'WITH VA"JIV OM'N 'I N 3"'ATL 8' PLACED N
A
P
ILLS A-HiN ROA03tD AREAS'OR 3"OF LINISH UPA)ES UNLESD THE LoA-110N, VATR.I'S AND ujsn-SAL. '_TD�A RAINSTORM,ALL SILT AND DEBRIS STA L BE -MOVED BERVIS AND DE., T G RETAINING WA,L
6. Ac
SO EAS'NS. ANY GPAGED s,,O�I`..'S IRFACE PROTECTION V.EAS-jRES DAMAGED DURING A
SPLc.RCAL Y APPROVED BY F NCA ER. BASINS AND u
RAINSTORM 5 HYDRANT
L LSO BE MMEDIATELY REPAIRED.
HALI A FIRE
STREET LIGHT
37.GRADING P ANS WILL NOT BE APPROVED LNH' ALL RETANNO WALLS A,E APPROVI.:0 By'HE BULDING DEPARTVENT. 7. FILL SLOPES AT THE TRADT PERIMETER MUST ANAY�Roy.THE TOP OF SLOE AT f', E,,"V. SOUND OR SCREEN WAIL
38�-PT E HAS 081AINED A NI CONCLUSON OF EACH WORKNO DAY. IVIRP DAT•E IDENTIFIER POLLUTION DSCHARGE:ELIMINATION SYST M PERV f TO REGJ�Aff 0, t:�S I
�E
t. WATER MITER
P'B TRESPASS ONTO AREAS WtOREE M,-O�,NDED VIA TER„RCA ES A HAZARDO"S COFJD�ON,
MUNICIPAL AND INDUSTRIAL SO TRY WATER DSct.ARGES. a. T, PERV.THEE AND IPCNIRADO.R�SHALL BE RESPONSID.�_AND S,A I TAKE INEC-55ARY PRF UHUN�E 7 1 4 L.CA . To r /22�0
Ni'-S 4�R I#W kt -":I)NO,8,535300362 DATE ISSUED:JUNE 17'h, 2014 CkTCP BASIN LOCAL DEPRESSION
r
F4,0DE.0 O9TM1B1A(AT1OA1 RE _10
rAIA111V6 -ALL RRWNat E==2 2;�7Q_,,
OTICE TO _NTRACTIOR -514r.
jjjj1 170 06A 6A
NtViSIONIIS: -411,1')
CCN7R,'`OR AGRn ES c 1 F4 1�11_ASSUME'SCU,PND CuIVIPiLIE RE,510F,SNa I Y U 51"W 2
APPR-VED 5- PRE'ARE", BY,
,-C wo'STE 0711 DURNG HE COURSE OK OONSTRUCHO�q THIS ',;ADDED S _R9 REVLECffW_1SHED _)C1 LSINORE
FC BENCHM.
f ---. _A _JA TO 9A FLOOR-F CIFY OF LAK_
UECI. JDFNG SAFETY OF At I PERSONS AND PROP, A.. K.T. 1UNSAKER ASS( AT E S I
N� �3 , _ -.ALL LO.TS.-.... .......
T�A.T��S
NORMAL, DL�SONATIIt�'; E,11-8o EL. ;265.21 DAIE: 8 26-130 SRSET E I N C
UNITED Z.
_MAP F_�
W-A-
I'V" SM
RECUREME S ALL A PLY COURNUOLSt I AND NOT B,
OURS;AND�HAT IHE C!�ff?ACIOR SHALL DEFE-0. NDEVNIFY AND 1 112, A! .............. _64_=__REASEIU_LOT E-YARLF yA,,D,,c 59089.......... 4- k1_'
-----------------------4_1---- WivLYING
I ENCRI t HARM ESS FROM AN'AND AE_l LABJLHY� Three Hughes IlLrot,CA W618 PH: 583,Wo P�.(ws)
0 THE OWNER AND PLANNING ENGINNEFINC, I
AL OR A.I_L,.Gz.D,IN 00w(;TIO�,�v530M
�ROV THE;NrEg?SECTRON OF CORYDON STREET&MISSION TR. SW C.5 Na.c, 5908C ........... MM'
CAP 1M fl"CONCRETE COLLAR GRADING PLAN PR'
"CE WORK
Opi TH!'
,OR AR .................... ......................... Er
F. 44, 18(, IAVE -D P FO,,,:
W" OF FRGIP' _32
01 CIL OF CORYDON Sl_25'-t MO. 30846
NCE 10 PP J?5275;81'1 Kv'F�OF pp j752
0-0 J"cT"UX, E A!0-G f.'OF?r)QA1 6�j .57 4 W,y
T J� N , 5 � I REVISE PLO77NG fOR LOTS: 26 BEEN R COI�IP y A
1; R-CORDS THE ERTY FENCE hNIERIE, c V2 RX-183, 187 KSTiNGG JNDERG GRCUNO j,tJ �1 A _19-1215, 217 �11/21/06 APPRO-R.AlE
INC.
-A __Akq 222. TITLE: SHEE'r
N "VA; 2' 5 OF SIRAwD OAF?3 yItHr ............... SCA,1: AS NO FED KB HOltdE COASTAL
FK 9
12 2 3,f., GAVI%)
GRA,WN BY:
SAtr3N.. ............. CXtlps� 1-11- 11 1
ROJECT FAANAGER� AUG 2010z, I
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