HomeMy WebLinkAboutR-432606, e MATCHLINE - SEE SHEET C102
8" 2- C yJrzL C :. I I ss I T
Q0 SEE SHEET C001 FOR CITY OF RENTON — —�— FF .. ti' INSTALL CB I 368
„T : ; �CON�.
5 o \ PROTECTION (TYP)
N ESC STANDARD PLAN NOTES \ // _ ;I
/ �CN •� v i' �.v , I SEE DETAIL - -
SEE SHEET C102 FOR TESC nrAT PROTECT EXISTING , :.. I 7
I I i I000 10 20 40 CONSTRUCTION SEQUENCE NOTES S�
CONCRETE TO REMAIN OLD PARKING STR (y
. °� LOCAT 1
SCALE 1 = 2O' i /� 2 "C / �s� 10' E REMOVE THIS PORTION OF EX 10-FT 11 °•` i iI Is4s l `J
/ / / // o HIGH CHAINLINK FENCE AND GATE, INLET (ROUND) I I I \
5 / RIM: I
INCLUDING POSTS AND CONCRETE =; _ I�—
�T'
�� GRASS FOOTINGS / o IE 4"� H(20•:457.11' oI INEW PARKING STRIPI / /i i PROT_ FF BTM:454.71' I 6�6� I LOCArIo
zl—
LEG EN D /l / / / i ENC V EDGETION INTERCEPTOR SWALE
> ; WITH ROCK CHECK DAMS I
/ INSTALL SiL .;•,, :� I
PROPERTY LINE N 793306 E - 46.81 e� AT 50' O.C. SPACING / I %
/FIACE (TYP) :• > }' �j ..0 5 II I I
CF TEMP CONSTRUCTION FENCING / / {E D�ETAILI - 1:1 MAX CUT SLOPE ,�,: =/. SEE DETAILS / ti : • SALVAGE AND REMOVE EX I 4
/ 9 d� 6 5 ,'' PULL UP BARS TO BE I I it i - T
/ ° c110 cii PUMP CONSTRU TION STORMWATER TO :.; REINSTALLED AFTER
INLET PROTECTION IP / / / / / c1 /� \ SEDIMENT SETTLE�UI�ENT TANKS. PUMP LINE ''• COMPLETION OF GROUND ( I I - T SHE BU
/ / v �_ — PROTECT EXISTING ° SOURCE WELL FIELD I I 0)
VEG TREE PROTECTION / / f/ TO BE TAKEN OFF LINE AND REMOVED ONCE • �CONC-
-I SYNTHETIC TURF DUGOUT '' ': �595`° < EXISTING CITY OF RENTON C�
DETENTION VAULT IS INSTALLED AND READY o• I
(E)SILT FENCE I / / / �_ _ _ _ _ AND SURROUNDING TO USE AS TEMPORARY TESC MEASURE OFF �.•.' I I I'll WATER EASEMENT TO BE C:)
F /� = FF �y�titi FENCE TO REMAIN �o 'o p 1 I I I PROTECTED AT ALL TIMES
IS INTERCEPTOR SWALE p�P" C)
/ /f J PROTECT EXISTING :: P 15' UTILITY EASEMENT
SAWCUT LINE SYNTHETIC TURF I / _ = - �( / ° I I I I DUGOUT TO REMAIN 1 p REC. NO. 20060303000926 I
REMOVE CURBING I - = - �oG\ IS ,�0tio I c
Q
�,a GRASS I � I I _
REMOVE ASPHALT PAVEMENT I I I -N'�N� K 1� - \ f FF INLET (ROUND) I I J
FENG€�N€€� \ I
RIM: 458.46'
REMOVE CONCRETE PAVEMENT I - - \ DETENtTI TI — 3 \ I IE 4"IP(S):457.26'
CONTRACTOR TO UTILIZE 4
STORM I AT q 11 MAX VERTICAL CUT AT IE 4"PH2O:456.96'
BOTTOM OF EXCAVATION I I _ \ BOTTOM OF EXCAVATION I ��
I 1 I EXISTING 10 WATER MAIN TO BE PROTECTED AT ALL TIMES. y�� BTM:454.56'
CONSTRUCTION ENTRANCE , ^'� OpQO I I I I I I I PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, �� I RD RAIL
PROHIBITION OF HEAVY MACHINERY AND DRILLING
CONSTRUCTION --J I EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT.
NSTA CONSTRUCTION FENCING AROUND 1 - I ti�
I VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING �
=DGE OFIGRASS ��oa' OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY ANY 15' MIN L �_ �/ T T
LIMITS OF WORK TO PROTECT STAFF AND - _
I \ _ � _ —� PUMP CONSTRUCTION STORMWATER I II MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS \ �o / I i I I �
STUDENTS AND SECURE JOBSITE. CONTRACTOR I I / \ _ TO SEDIMENT SETTLEMENT TANKS. WILL BE REQUIRED SHEETING OR SIM[L IR(MIECHANISM TO I rl* -
SHALL ERECT FENCE AROUND JOBSITE AND I \ 4— PUMP LINE TO BE TAKEN OFF LINE ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. /� I ! I I I CB O
ADJUST AS CONSTRUCTION CONDITIONS CHANGE \ \ \ l / AND REMOVED ONCE DETENTION � � \ �I I I IE 4"c C)
OR AS PHASING ALLOWS. CONTRACTOR CAN \ \ \ \ VAULT IS INSTALLED AND READY\TO (4) 18,900 GALLON CAPACITY TEM CRARY
\ \ \ I �
USE AS TEMPORARY TESC MEASU�2E
UTILIZE EXISTING PERIMETER FENCING AS s / \ / SEDIMENT SETTLEMENT TANKS ("BAKER TANK" OR GR
EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS v
SECURITY FENCING AND THEN SUPPLEMENT ON \5 I = I I _ I N
\ \ ) REQUIRED TO MANAGE CONSTRUCTION o
THE WEST SIDE OF THE SITE AS NEEDED. ANY I PARCEL N0.:102305-927 6' oI
sr \ / STORMWATER AND DISCHARGE AT T E SITE.
EXISTING CHAINLINK FENCING THE CONTRACTOR � �' :I' •I OWNER: FACILITIES &OPERATIONS R��gti / SETTLEMENT TANKS TO BE TAKEN OFF LANE AND / 9bM 1 x�6 6"0l W\) 0—
ELECTS TO UTILIZE DURING CONSTRUCTION SHALL / I APPROXIMATE LIMITS 01 REMOVED ONCE DETENTION VAULT IS INSTALLED I
APPLY (IE ZIPTIES OR OTHER MEANS) HIGH // PROPOSED DETENTIONS STEM \ AND READY TO USE AS TEMPORARY TESC MgASURE �5� _
/ / % , j IP CONTRACTOR TO HAVE THE OPTION TO EXCAVATION FOR BASEBALL FIELD. \ F ---jv �6 --
/ UTILIZE PROPOSED DETENTION SYSTEM FOR \ �11'D o /
VISIBILITY MATERIAL OR SIMILAR METHOD TO BE j.. I SEE SHEET C203 I REMOVE SECTION OF EX 4-
/ : CONSTRUCTION STORMWATER SETTLEMENT \ I I
APPLIED TO FENCING TO DELINEAT AS // / / . •/ I I \ HIGH CHAINLINK FENCE PROTECT EX GATE
CONSTRUCTION ZONE (TYP). ANY SECTIONS OF / / / 'LLVAULT MUST BE CLEANED OF ALL SEDIMENT I I \ POSTS, AND CONCRETE VALVE TO REMAIN i
/ / /..� , kIOR TO THE END OF CONSTRUCTION I I 1 FOOTINGS &CURB
EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL
HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING // / / :I I I I I SUPPLEMENT SITE FENCING ,RIGATION
/ F IP I I I DURING CONSTRUCTION AS ^CCESS LID 4 a (R)
INSTALLED NEXT TO IT. SEE DETAIL 10/C110. I O o
i / I I I NEEDED TO SECURE PROTECT EX GATE VALVE TO /
I f / ...f' TEMPORARY DUPLEX I I CONSTRUCTION WORK AREAS \ c,
1 , 1 CB 1YPE 1I I REMOVE EX (�2)I6 I & / SUMP PU PS I SEE CONSTRUCTION FENCING REMAIN. ECOLOGY BLOCKS
TA IM: 28. I I I I �1),8" DECIQU,o s� f m I
� % INSTALLE AT LOW SHALL NOT BE PLACED ON I \ E �p
w o IE fPVC(E:428.83 I I I TREE CLIUgT R �` I POINT ON ITE I I NOTE WITHIN SHEET TOP OF EX WATER VALVE
/ I IE 1 "ADS :414.631 I PUMP CLEAN STORMWATER FROM TEMP
z L I/ I 1" : 421 38' I I I �l I I I I I \ �Q�
I I I I: `• SEE DETA� I I SEDIMENT SETTLEMENT TANKS TO EXISTING I SDMH (LABELED "SEWER") RIM:464.14'
Q I I :422.8J' I I I 1\ 8 IE 8"PE(NE):457.95'
\ :\. I I I CATCH BASIN. CONTRACTOR TO ENSURE ALL PROTECT EX SDMH AND ANDIt 1z"I'l
4 SD / / I I I 1 ::h .� ci1 I I DISCHARGE MEETS TURBIDITY REQUIREMENTS. SSMH AND ASSOCIATED IE 12"CP(S):454.65, S
FILT RR 8 / f5R TECT EX 1" 6 \ E / I. I PUMP LINE TO BE TAKEN OFF LINE AND REMOVED I PIPING DURING GROUND BTM:454.1 \ \
I STORM" R I DECVUO�JS T E ` I - "DE- SAWCUT AND REMOVE PORTION OF I ONCE DETENTION VAULT IS INSTALLED AND SOURCE WELL INSTALLATION SSMH RIM:463.97'
I EG I T READY TO USE AS TEMPORARY TESC MEASURE 8"CP E ® I 17 I r4 /
o I 18 D II I / I EX CONCRETE CURB AND CHAINLINK I I 10" DI WATERMAIN O I
FENCE TO INSTALL NEW FOUL POLE ® A INJ / �, i,l I . \•• -:. I I (PER SURVEY) COC:454.75' I cap
T : ARBbR T SHALL BE ON I .: ` IMPROVED BASEBALL FIELD.
® I:. \: MATCHLINE - SEE SHEET C104
�1R�Nc T EEE�IIOVAL A D ) I �� \ I'- �D / / 1: ` REMOVE EX 8" I SEE LANDSCAPE PLANS AND I I I
I TOIR PI IN Ih(ISTALLATN� I I� \ / / I DECIDUOUS TREE I I CIVIL SHEET C203 � I I
�p SAWCUT AND REMOVE PORTION OF
I
CIF1 - :. •. ' �r EX CONCRETE CURB AND CHAINLINK I
INSTA�SIILT EIyC� I \I / . •. CIF PORTION
REPLACE I
FENCE TO TO INSTALL NEW FOUL POLE
ON HILLSI E QF TI I I \ PORTION OF EXISTING I I upa�
TIO EX AVp (TYP) I I E L FENCE AS NEEDED FOR I I 15' UTILITY EASEMENT
)EC. NO. 20060303000
I I \� Au LEE bEfAl� I( \ \ UTILITY�INSTALLATION I I I I b
EXISTING 10" PRIVATE CLAY SEWER MAIN TO BE PROTECTED AT
SDMH PROTECT EX TREES TO INSTALL TEN�PORARY CONCRETE c�
T 7 / RIM:456. \ REMAIN UNLESS \ PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT , ECOLOGY BLOCKS LEVEL OUT THE PER CONTRACTOR
„� / �( -P � �" �„ \ I \ I ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, 10 DI WATERMAIN —I
1 "BEM EVE 2 1`F \ _ IE.10 ).451.13 OTHERWISE NOTED CONSTRUCTION ENTRANCE IN THIS
I 16"DEC/ CO IFE / / I I 1 / JE 8 O:45 . \ ON �OP OF MAIN, VIBRATIONAL TESTING MAY BE REQUIRED FOR AREA. BLOCKS SHALL 2-HIGH MAX POTHOLE) /
\ I /R 1 I f II I /•: 448 CU T \ I ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. AND EMBED 12" MIN. / / 46.Y51
® I I \ I I i I I I 10"ADS \' IS �(' ADDITIONALLY, ANY MACHINERY CROSSING THE SEWER MAIN/\ CE
( APPROXIMATE LIMITS OF I E :4 1.73 IN' UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING 18' \ \
\—r PROPOSED STORM PIPING I I I I � �� ' l \ INTERCEPTOR SWALE \ Q (ISTABILIZED MATCH EX ASPHALT -
I 8"q• _ \ OR SIMILAR MECHANISM TO ENSURE THAT DAMAGE DOES NOT CONSTRUC111ON ACCESS GRADE AT TRANSITION
I I E CAVATION FROM DETENTION 1 I I �: �'• VEG WITH ROCK CHECK DAMS OCCUR TO THE MAIN.
I \ AT 50' O.C. SPACING \ I SEE DETAIL �• EX ASPHALT DRIVE
I II STEM FOR BASEBALL FIE D. I - �- ,.f: -- � � /� FF LI � •
SHEET C203 FOR DEPTH F I I I <'' f• �•p l �� SEE DETAILS \I 5 MAINTAIN EX ASPHALT PAVEMENT
r I 1 1 STORM SYSTE I I... f.: ... • �. \\ \ \ 1 I
PROTECT EX CATCH BASIN c110 I •
FOR CONSTRUCTION ACCESS
6 5 AND ASSOCIATED STORM
/ pp ut� f7 I \ \ \ ciao c11 // PROTECT EX STORM PIPING TO REMAIN C YP ��
TAG#47 wit I / \ �\ I \ \ ,I I RIM:45. / ... �.: w.
X12"& I \ ` \ i \ TO REMAIN ACCESS TO SITE VIA EX ASPHALT DRIVE
IE 10"ADS(W):456.60
ICE O�/E EX 10" ... :•'\--':\• �' '• '�• � \ - I � -VIA DOUBLE SWING GATE LOCATED I o -
- \ PROTECT EX FIELD 10"PE(NE):456.55'
/ PROTECT EX NEAR SE CORNER OF TRACK & FIELD
\ : ' ✓ , I C TYPE 1 I ATM: 455.20'
�D�CI UbUSTRE - , " •� .- - _ �d 'PSD PERIMETER FENCING •!�
�. :.....:. ' / RI :457.86' CONCRETE RETAINING AT NE 10TH STREET SEE SHEET C010 R-432606
\.' , • \' cuLVERT TO REMAIN
I I ' '• � \ \•, .\' -� \ PI�OT�CT EXISTING 8" - � / IE 10"ADS(E):455.41' / WALL AND FENCE
• \•• .: \ T0`2M DMN PROPOSED - "ADS \ SD
IE 10"PE(W):455.41'
\ \ SIORM-INSTAL ATI N ELEV'453 7 \ ` / 10"PSD SDI —
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
� 6, � _ ..;.\• .•�.- \ � \ SBE S�F E9* E2A3 P I � -Sp B :454.31' / —
bE \ \ \ \ \ _\
SD 8'
I _ - DEVELOPMENT ENGINEERING
ff la
A 2 \ REMOVE EX 26" \ \� \ IDps ° .
c 21 \ \ s \ D SD msippo 08/07/2025
AND 14'\ _ _ \ \ S §\ 80� \ I r w... 61f I
•\ . \ \ -A
Nu TE\R DECIDUOUS TR
S \ _ — E
_
22 26 DE 1 6"DEC \ \ O
TAG 24,� TAG// T,4G//�2 1 \ 6 \ \ \ \ \ \ I i / FLAG
f .f 1 "DEC ( \ \ 16' EC \ �� s \\\ \\ \\ \\\ \\\ \ /ice / �Y POLE��
ham_ TAG /j 18
— — — - V OF NAASb O DATE
REMOVE E SURVEYED: SCALE: - N88°33'12nw 2a6.59' Q-Pw ''� VERTICAL: NAB 1988 H AZ E N HIGH SCHOOL MODERNIZATION E. . 2 0 2 5
P D DECIDUOUS TREE
1 ' =20
' HORIZONTAL: NAD 1983/1991 : CITY OF DESIGNED
JAJ RENTON FlELDBOOK:
1 CB TYPE 1 DRAWN: PAGE:
V RIM: 431.85' DJD/AJJ
ONE INCH ' DRAWING NO:
/ I IE 12"ADS(N):428.85' - REMOVE AND REPLACE PORTION OF 43667 DATUM
IE 12"ADS(S):428.95' EXISTING SIDEWALK AND ASPHALT AS �� �GIS-V E G� CHECKEDIF NOT ONE INCH
AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C 1 03
�� SCALE ACCORDINGLY I IE 8" PVC(E):429.35' NEEDED FOR UTILITY INSTALLATION NA N0. REVISION BY DATE APPR '`PPRO`�JAJ SHEET: 6 OF 7
o BTM: 427.45' 05 /29 /20 r,