HomeMy WebLinkAbout1224 - DRAWING NOg L- Ke
CONTROL NO 136 z45
OVERLAY NO. 138 L45
I
tl, UAif tl� Uolf g•. GATE
Release Date
3/30/87
GENERAL NOTES
S G B 7 R/W R/Y
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
8 ZZ B7 AND :C DUTILITY 23' ys AND SIDEWALK SEE BACKBONE STREET IM-
PURLIC UTILITY
IEMALK STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION.
AND
9//g�� EASEMENT 7. 1E 7• EASEMENT PROVEMENT PLANS PM 9192 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
I 1 ` - -_ STANDARDS AND SPECIFICATIONS.
4' 4 3• I -�� 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
toyLAI► �1 - --- VINTAGE VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-MAY
7 LEVEL LINE, 1.72 A A41 I _ _ LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
- DRIVE RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA.
b - - 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA EN6INEERING DEPARTMENT PRIOR
R'72 TYPICAL SECTION 20 4 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-
51 27 ) / - WAY.
- - - N.T.S. t 128 29 3 r SEE BACKBONE STREET IN- 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
0 3 1 32 33 3 w PROVEMENT PLANS PM 9192 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS
ANCHOR �- 4 3-5 36 37 38 39 40 4 1 .01 AND SAND EQUIVALENT OF AGGREGATE BASE.
S' 10' SEE HES- 00= B CFS 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL
ALHAMBRA A-12668 4, BE CONSTRUCTED PRIOR TO PAVING.
OR EQUIV i3 X S' B RADIUS -_ '- - �r _� --� I ND i 3 I 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
SEE STORM DRAIN PLANS AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
PER P.M. 9192 WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
A A -_`� APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
,� ! 26 25 24 23
�f A - 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
�i� 22 2 1 20 19 A t LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF
�1� �I - CURB LINE �t 49 48 47 46 45 44 4 42 ASPHALT PAVING.
3 B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE
r' SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND
4 RADIUS
- - ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN
W 1 0 1 1 1 2 - THE NATIVE MATERIAL.
m 13 14 15 16
i3 X S' B 1 7 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
i 18
i3 ! S C.C. W
ANCHOR CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
W 50 51 55
5 2 5 3 54 REQUIRED PLAN-REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
i4 BARS CONT. r - _ --- SEE HEFT
100=7 FS 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
N - - -- NO THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
03 « 3' C.C. \ _- ERfTT __ - '• _ 2 SEE STORM DRAIN PLANS 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
03 4 ' C.C. _-- - - - REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
SEE _ -a, PER P.M. 9192 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN
ANCHOR COMPLIANCE WITH APPURTENANT 0 DINRNCES AND STANDARDS.
s RETAIL c 6 1 12. ANY CONTRACTOR PERFORMING WORK: ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
3/4' LIP 9 8 7 5 4 3 2 57 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
ELEV. SHOWN 63 62 61 60 59 58 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
8'
ON PLANS 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT.
_L6 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION,
- - _-
• __ _ __ 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED KITH 3" OFFSETS A
- 12.5" INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS.
MANHOLE FRAME + COVER B M� _ - 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET
SEE BACKBONE STREET IN-
11' SEEPROBACKBONE
EMENT PLANS PM 4192 AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ' OF SUB-GRADE ELEVATION AND AT
SECTION A-A �� NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY EN6INEER
1trN �7q} O- STREET TiPFf AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO
3' X 3' CONST. JOINT ill PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
i3 ! 6' C.C. "' 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER 'S
`- _ 24' 100 0 100 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
3' X 3' 6-i4 M N 3 k4 Kf0' 1„_1�, �,� 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER,
:r T.C. ELEV. stole y feet THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE
CONST. __ I/2% t'a 1/4% 4'-0' CURB LINE SUBMITTING A BID. ANY ITEM OF WORK. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
JOINT fT.1" NA INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
'- - ANCHOR DETAIL 1/2' It I 6• 1/2■ R WORK.
S' APPROVAL
NOTES: 6' • �' 6' 20. STREETTSETNINCLUDE WATER SEWER SYSTEM ESTIMATE 0QUANTITIES.
I
6 GNSPERCITYOFRANHOCUCAMONGASTANDARDNUMBERS401AND402SHALL BE
1/4' LIP CONSTRUCTED AT EACH INTERSECTION.
1. CONCRETE SHALL BE 564-C-3000. SECTION B-B BATTER 6' 1/2■ R PAVEMENT
2. TROWEL FINISH TOP SURFACE AND REPRODUCE SLOPE = 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE
MARKINGS OF EXISTING SIDEWALK AND CURB. �, 1/4' PER 1/2' R STRUCTURAL SECTIONS tPRIOR TO FINAL PLAN APPROVAL) .
e
3. TROWEL FINISH FLOOR OF OUTLET. PRIVATE ENGINEER ' S NOTICE TO C_O N T.R-A,C T_O R_
FT.
DETAIL B � 22. .°:�• _..---____-__ _ __.___ _._.. _ ______._ _
UNDER SIDEWALK DRAIN TYPE A (STD. DWG. � MODIFIED e o w CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OCU/VSTZLie T/ O^/ /VorE-5 Fol 57'1eEE^ 7'9CFES
SCALE 19 = S' y & A. e. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL $TeEE7- 7-e66:5 /92F Tv [iE p�,4c�r� �,� ACC�eJJAn/CB 4�i77`* c .lY STQ (.o/•
7.5 25.5' APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE Z. ,qLL S772E6r- 77ZCES SOAc4- /dc sr'yqrA-r_> ratio pugvrtt0 .S►eeo2�.vc. 1a crT'-!
� slot � CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER s7-n_ �o s/4•
- - - - - - - -
- -•� - +; ttIAONOLITHiC ABILITY REAL R ALLEGED IN CONNECTION WITH THE
i „ , , owo,,,rb � i _„ HARMLESS FROM ANY AND ALL LIABILITY, O ,;• so/L ,e��T�L/z1nrC, /4N/� Gan/Qrr-io,v,niC. Sft/nc� RE �N r►C.Co24R,vcC 4�/7'f./
..r S i~I 1 yF 69 CURB do GUTTER PERFORMANCE OF WORK ON THIS PROJECT. S GT/oN LlZ-!•L aF s dr,�n�o�Qa 6P6G�FiC.f►Tio�lS Few P��3��� �✓o2Ks
_ I-fr♦ Orr crH L I y,IRfES ! I --- - --1 'C- � -
�l*A- I i M PER STD. 303 (MODIFIED) Ga,vareUcriar./. TVPC I ozc..gN.� so,L �.-.�eNo.n�.,rS sr/n« �e �sEr� wi7-ti+ n+E
(cow sir sr. sn « THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR )zrQrio o� / '"A"r e¢vs+rviC /'Im6��rJ EncTS To 3 P.arzTs �/�rrv4e soil , ivc,L
i freta 1/10' = i'
: FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO �4rneNr�r+'TL��r-S /92� Ta BE 7'/+sEovGr►LyIxCI� P2ie�� 7b �/YceFree rniC. .
c _ I
+ '�
oz ? �a i CONSTRUCTION AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND 4. F¢/Lr ruZAfio�/ a� /4tt Sr72�E'r- r¢e�5 ,SNrae� QE PE2 77+E 2ECor»,•-I_7-OZ no�/s
~ 0,W yWj I
F N , S F_E Po2T -A?_v,SrrE/� TCS 7T I E C r7�I I nJ S aE' 'r-
_ m W DETAIL J RESOLVED. o RN p[.2o vm c�/cs F c o>z-
W 2,t
3 u�o 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE 6. No SrnEeT TR�E str.grl PL NrEl� L✓NE2E THE cE,"r 2 of 7?+E 7'[r�n/.c r S
re evvowom wmm rnvrmov ENGINEER ' S NOTICE T O CONTRACTOR.. . . _ _ _ CLase�e rt*, 7,j i/•reEL- F'acT Cs') TO -rHE Fi9e E of Cues, U^-m-ess
Gravicec✓/sem �/orE,o.
5,.� LOCAL DEPRESSION FOR SIDE sro"r s..RFM. THAN 10 FEET APART.
G = "Z� 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 6. AU_ STeEc-r• ?eEE5 qzE- Sv6,rLCT- 77> /^.,aPEer,o,v e+ivo Acr-E-P774ivC(y By rNe� e/T'1/
z S W S a OPEIG CATCH BASIN PER STD. Sii (MOaiFD)
< N W LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES DR STRUCTURES
W �W� N.T.S. e,.r /.,/E�>=.
W o x a UNLESS OTHERWISE INDICATED. SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE
W XXo 3. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE
NT AN BE MADE IN ALIGNMENT AND/OR
Z z zv, DETAIL A LINE GRADE IS LESS THAN 0.40X. MINIMUM OF 4. CONTRACTOR 50 THAT ANY NECESSARY ADJUSTMENTS C
•-c :1 0- T TAKE DUE
< � � GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED 0
u U, 12C.C.o= !4 0 ' C. 03 t to C.C.
I. N-4 INIM UNLESS OTNERMTSE OW N RLA. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
2. POINT A STALL IE SET AT N INCH BELOW EXISTING BUTTER 111". 3' X 3� NOT OF RECORD DR NOT SHOWN ON THESE PLANS.
N z 10 r,
-- 1 3. 1PECIAL 1ETAILS 60VERIITNS THE CONSTRU'TION OF THIS LOCAL T• CLR-11 •� CONST.
O. W o S 0 PRESSION ON VERTICAL CURVE SHOWN ON GENERAL PLAN. I a CLR 1 •- _ JOINT
oH --3' 3'--� j ■.
ZJ== ESTIMATE OF QUANTITIES
< (Dmi-<
Z F i p Z (FOR 11"DING PURPOSES ONLY)
tN'At - 3. 6' 3, 6CONTACT THE FOLLOWING AS R.EOU I RED
W ---------------------------------------------------------------7-+-------+ _.._
.....--.._.v_...
ua � 3a4B,_ HOURS..,_ PR, I.OR,.., TO .„_EXCAVATLON,,,,. , 5 ZC �Q ,.,o e'n,rEc
ITEM : DESCRIPTION : QUANTITY : UNITS i Q /�AO�O �772eb'T TT¢�-F C T 7�s
♦ssssss+ssssssssss sssssssssasssssssass■sssss•sssssssss+ssassassss+ssssass+ DETAIL E _ _ -
I co...su�ra,.,rs• .,.rc /o/m/89 3 7 gy
1 4' AC OVER 4' CAB PER TYPICAL SECTION : 33,948 : SF : SOUTHERN T H E R,N,. CALIFORNIA A L I.F O R N I_A G A.S __._COMPANY-:___ Q�iVIAN S'T. CITY
(SEE GENERAL NOTE 21) : : ""
CONCRETE DRQ. ACE tTRUCTURE 2191 E. BIRCH ST. r DESCRIPTION OF REVISION DATE CITY
oo m Moir ^ •------+----------------------------------------------+----------+-------+ = 1r BRE A, CA 92621 s
o>_ 3 : S' CURB AND GUTTER PER STD. DUG. N0. 303 : SO LF
___+ > (714) 524-2884 (714) 529-2070 fGL'7�i�/[L f!✓Y �j) f
LL o:f y \ +------+----------------------------------------------+----------+----
y J : 4 : 4' PCC SIDEWALK PER STD. DNS. NO. 310 t 311 1 14,860 : SF ; SOUTHERN CALIFORNIA EDI SON COMPANY 2 / urur
e, �I
______ CONSTRUCTION NOTES:
CUCAMONGACITY 0 F RANCHO
+------+---------------------------------------------------------+- +
1351 E. FRANCIS ST.
o W W : 7 : STREET NAM£ SIGN PER STD. DWG. NO. 402 : 4 : EA : /f/CHLANO /91�f
d==LL>o ONTARIO CA 91761--------------------------------------------------------------------------
TITLE SHEET
oQ o = 1 15 : STREET LIGHT (3800 LUMEN H.P.S.V.) : 13 1 EA : 1 49 AC OVER 40 CAB PER TYPICAL SECTION
(714) 986-5861
<i�, ----+----------+-------
�' 20 CUCAMONGA CO WATER D I STR. I CT s �
yd o�> 1 : 6' CURB AND SUTTER PER STD. DNS. NO. 303 : 2,925 LF (SEE GENERAL NOTE 2i) Ct_...__
o=<��"_ (MODIFIED PER DETAIL J) (SEE SHEET 1) ; : 3 i' CURB AND GUTTER PER STD. DWG. NO. 303 9641 SAN BERNARDIND RD. FOR
z c���cao'... ' __+ • RANCHO CUCAMONGA, CA 91730
J`=oW ------------------------------------------------------`-'"--'-""-+----' 4 4 P'CC SN)EWALK PER STD. DWG. NO. 310 It 311 STREET IMPROVEWNT PLANS
i 22 1 CONCRETE DRAINAGE STRUCTURE PER DETAIL E 112 : LF (714) 987-2591 Qf,�/t/ARO/� rAlYeAO)
W 1 (SEE SHEET 1) : 7 STREET NAME SIGN PER STD. DWG. NO. 402 GENERAL N_E_R_A L T E.L.E P H O N.,E .__C._O M P_A_N Y,: - _-- --<z
oc ���io=x rs _
TRACT NO 13562
W .------+----------------------------------------------+----------•-------+ ( ) 280 S. LOCUST, P.O. BOX 2920 K •
•�-,�� �+ STREET LIGHT Sa00 LUMEN H.P.S.V.
_ ~ : 24 : UNDER SIDEWALK DRAIN TYPE A (STD. DWS. NO. ; 2 : EA
so7) (MODIFIED PER DETAIL B) (SEE SHEET i) : : i' CURB AND GUTTER PER STD. DWG. NO. 303 POMONA, CA 91766 h t31E$$�Q
--+- --------- -- -- --- --- ---- ---------- --- +--------- +- -----+ --
W •---- - - - - - - - - - - - (MODIFIED PER DETAIN 1) (SEE SHEET 1) (800) 422-4132 _ � APPROVED BY _ DATE /3 -
Q
25 : CONST. LOCAL DEPRESSION PER STD. DWG. 318 2 EA : EO el
_ - CONCRETE DRAINAGE STRUCTURE PER DETAIL E (SEE SHEET 1) P A C_. I_F I C_HELL C O M P A N Y e_ �,� �' CITY ENGINEER - R.0 E. X2397
o : (MODIFIED PER A) (SEE SHEET 1) 3939 CORONRDD $T. -
x +_-----+_ ______________________+__________+----__ + UNDER SIDEWALK DRAIN TYPE A (STD. DWG. NO. 507) ROBERT P. KING
t� = DESIGN - _ - - = RCOMMNUEU
UNDEE SIDEW4LW DRRIN PER STD. DWG. S07 -
x s ; 2 ; EA ; ANAHEIM CA 92807 -
_ " 2e_-�_ [�eDIarEO To z' w/DrN? __ __ ___+ (MODIFIED PER DETAIL B) (SEE SHEET 1) '
----------------+----------+---- (714) 999-5639 C 041 RJS = -
. . DRIVE APPROACH PER STD. DWG. 305 : 63 : EA : ® CONST. LOCAL DEPRESSION PER STD. DWG. 51ac= c = consultants, inc. ET
W o o H ' 34 __+ M E_T R,O P O L.I T A N_W A T E_R D. I_S T_R_I_ C T ! DRAWN 7355 E. Cooley Drive•Colton, California x2324
---- +- --------+----------+-
� �=asW�W w +- - CATCH BASIN (SEE STORM D------------- "EA (MODIFIED PER DETAIL A) (SEE SHEET 1) 1111 W. SUNSET BLVD. (P.D. BOX 54153) LOCATION MAP E>(PiRES 6 ���9� � SNEE.1
o 0 o z 3 `c (714) 825-2127
: 3l CATCH BASIN (SEE STORM DRAIN PLANS : 2 EA LDS ANGELES CA 90054 LM-SAS
CINDER SIDE'WR[R DRq/N PER SrO. 9W6. 507
---_-`-P_M_-9192 FOR DETAILS) : (MODIFIED TO 2' W/OrN)
a =o�o��= t- - ---------------------------------------------------t DRIVE APPROACH PER STD. DWG. 305 (213) 250-6432 CONTACT PERSON: ART KINOOP NOT TO SCALE CIVIL 1 OF 3
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d f o o Q .,726 -�L�.E Si- 7lL� CoN6i.N JS. NC•QEoti� . 4J �i7 { \� �-
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OF CAIS ��� CHECKED
�- R.C.E. N0. C /34 DRAWING N0.
+ - ---� - - - -- - - - - - - -- - - - - - - -- - -- ---- - ---- �- -- - - Q C/s-w.c) -2'� eA _ DATE 3/jo�B7 FILE NO. IZZf
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DRAWING NO.
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OVERLAY NO. IZ3 ZZ3 W
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10 11 12 13 14 15 16 17 s' 2 s1 CONSTRUCTION NOTES:
51 IXJSTING Qi 4• AC OVER 4' CAB PER TYPICAL SECTION
6 I (SEE GENERAL NOTE 21)
ROCHESTER I{' CURB AND GUTTER PER STD. DWG. NO. 303
�► �S. ��� �\�N_ 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 Z 311
AVENUE
no orn �����' 7 STREET NAME SIGN PER STD. DWG. NO. 402
oO o pl► J� \s 3! Q BACKBONE STREET PUNS
► 41 34 i 34 34 34 34 15 ri*l
11 fah\lk � 34�� P.M. 9292
5 STREET LIGHT (5800 LUMEN H.P.S.V.)
34 34 \ \\ \� \ Y34 6' CURB AND GUTTER PER STD. DWG. NO. 303
3 34 a k� I I II I (MODIFIED PER DETAIL J) (SEE SHEET 1)
� � � � a � aN 551, t�
u ® CONCRETE DRAINAGE STRUCTURE PER DETAIL E
V u v n n 54
4 a 3
32 • 1 4,3 4 3 3 it
t s 0 N 50 51 52 ` 0 53 ^ t. � jb I y0 : 30 (SEE SHEET 1)
'� " J ►N7 c� t' 4 UNDER SIDEWALK DRAIN TYPE A (STD. DWG. NO. 507)
Ow w 31 , Ilk 12 13 14 15 Y 16 17 3 a . 18 11 „ ,5 , ,
FWm- °z w Z 33 �' `� .0 • > i. 3 `�' "' ^ \'�"/'y�• 11 1 3 N x ,1 ` L=so. , y1', ,
o m W S c 1 o. "+� 3 3 c 3 3 ti % ^ �� `� h , ' DRAW~ A/ro ZZ� y (MODIFIED PER DETAIL B) (SEE SHEET 1)
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