7747 PLANS FOR THE CONSTRUCTION OF WORK TO BE DONE �
GENERAL I V dT THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING 70
THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE P LANS AN
WINDSOR DRIVE &
D
URANIA � IMPROVEMENTS
STANDARD DRAWINGS: J
1. THE SOIL REPORT ENTITLED "SUMMARY OF GEOTECHNICAL FIELD OBSERVATIONS AND I N I 1 Tu 1 E `J
FINDINGS-PROPOSED STORM DRAIN IMPROVEMENTS-WINDSOR DRIVE AND URANIA
AVENUE" PREPARED BY GEOPACIFICA, DATED _ - _�
SHALL BE CONSIDERED AS A PART OF THIS IMPROVEMENT PLAN.- ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2000 EDITION).
2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. CITT 0 F E N 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION,
"MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES,
3, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION REQUIRED TO PROTECT (1996 EDITION).
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR URANIA AVENUE 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-JULY
1992.
DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY PROJECT LOCATION 1 1 E E T I 4. SAN DIEGUITO
WATER DISTRICT STANDARD SPECIFICATIONS.
ENGINEER.
D�$A ffl.
4, GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A b! S NDAR
SHEET 1 -°° TITLE SHEET
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE Sill SHEET COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-JULY
2000..
HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY .;,., , SHEET 2 --- WINDSOR DRIVE IMPROVEMENT PLAN
2. STATE OF CALIFORNIA STANDARD PLANS-JULY 1992.
RECOGNIZED HOLIDAYS. ry; w SHEET 3 - URANIA AVENUE IMPROVEMENT PLAN 3. SAN DIEGUITO WATER DISTRICT STANDARD
PLANS.
LEUCADIA of
5. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH BLVD. ° DESCRIPTION S
THE CITY OF' ENCINITAS ENGINEERING STANDARDS AND AS APPROVED BY THE CITY N
ENGINEER. z ca r9y'P•p` PROPOSED CONCRETE CURB & GUTTER G-2
J
6. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL `=x '" o
MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES.
-�} � r� 0 � PROPOSED AC BERM TYPE °A" G-5
Z �
7. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE C>
REMOVED SHALL BE SALVAGED AND RETURNED 70 THE PROPERTY OWNER. ALL 521 PROPOSED CURB INLET D-2
PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY, THAT ARE NOT C a KOZaITP
DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE S9
PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. PROPOSED WING TYPE HEADWALL D-34
8. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF NCI(�
WORK PRIOR TO MAKING CHANGES IN THE FIELD. `' E I V l f! I V I T A J PROPOSED TYPE A-4 CLEANOUT D-9
{
9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR PROPOSED CONCRETE DRIVEWAY G-14C TO STARTING
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES. :k, SANTA FE DR. s 9y
p A� yr
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE `{.;._ q a� WINDSOR DRIVE G '"�' SAWCUT REMOVE'
& REPLACE AC
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS = a z PROJECT LOCATION
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC' '
S9 4" AC (TYPE 111 C1 PG 64-10) ON 8" GLASS It
COMPANY, y d w AGGREGATE BASE
TELEPHONE: (800) 422-4133 BIRMINGHAM U m
viii
10. THE CONTRACTOR SHALL NOTIFY AT&T PRIOR TO STARTING WORK NEAR COMPANY DRIVE �ZP
FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 0 �y (� ('� (� (� (�
TELEPHONE: (619) 546-3606 1 �d O T TlJ lJ TR A t✓Tt1 R
s 5
11. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO t` t
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY �p� P� THE LOCATIONS AND SIZES OF THE'EXISTING UTILITIES SHOWN
HEREON HAVE BEEN
REPRESENTATIVES. OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE p� �"
SAN CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR I V E t V 1 J
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO
TAKE ALL
AREA TELEPHONE: (760) 633-2709. EUdO NECESSARY PRECAUTIONARY MEASUR€S TQ PROTECT ALL UNDERGROUND AND
AGO OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS.
12. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO Sgt 1, A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS
ENGINEERING SERVICES
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY
REPRESENTATIVES. DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST 70
EROSION CONTROL CONTRACTOR ' S RESPONSIBILITY
THE CONTRACTOR.
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE ` /� �j 2. APPROVAL OF THESE IMPROVEMENT PLANS
AS SHOWN DOES NOT CONSTITUTE
TELEVISION COMPANY. TELEPHONE: (760) 806-2016. VICINITY MAP
f APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT
13. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING
SERVICES DEPARTMENT FOR
THE CITY INSPECTOR. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES.
THE CONTRACTOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO THE CONTRACTOR.
633-2778. NO SCALE SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY
14. ALL WORK SHALL BE DANE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 3.
ALL UNDERGROUND UTILITIES WITHIN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED,
FOR WORK
WORKS CONSTRUCTION 2006 EDITION), THE SAN DIEGO STANDARD 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT CONFORMING TO ALL LOCAL,
STATE, AND FEDERAL SAFETY AND HEALTH CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER
( ) ALL TIMES DURING RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STANDARDS, LAWS, AND REGULATIONS. AND PAVING.
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 2. CONTRACTOR SHALL
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4, LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE
THE SAN DIEGO REGIONAL STANDARD DRAWINGS (APRIL 2006 EDITION), CALTRANS CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY
OF ALL SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW
STANDARD PLANS AND STANDARD SPECIFICATIONS (MAY 2006 EDITION), AND THE 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN PERSONS
AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND WORK, CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE
SPECIAL PROVISIONS FOR THIS PROJECT. (SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START NOT BE LIMITED TO NORMAL WORKING HOURS.
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO
OF ANY WORK. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY
BECAUSE OF ACTUAL
15. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1 THE CONTRACTOR SHALL
BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY LOCATION OF EXISTING FACILITIES.
REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH
REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING POINTS SHALL BE REFERENCED AND
REPLACED WITH APPROPRIATE MONUMENTATION
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE
OF
16. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK RAINFALL. CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED 70 PRACTICE LAND
WHICH 1S DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE,
SHALL
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS BE FILED
BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS NOTIFICATIONS
RECORD,CER7IFICATE OF COMPLIANCE OR RECORD OF SURVEY SHALL BE FILED AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING REQUIRED
BY THE LAND SURVEYORS ACT.
REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
THE CITY OF ENCINITAS, PROOF OF RECORDING. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 1.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF
17. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 5. THE CONTRACTOR
IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, WATERS CREATE A HAZARDOUS CONDITION. SUBSURFACE UTILITIES, PRIOR TO THE
START OF DEMOLITION OR CONSTRUCTION. HOWEVER:
CROSS GUTTER AND PAVING. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING
OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
18. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES INCORPORATED HEREIN. CONSTRUCTION. IF DURING POT HOLING THE CONTRACTOR
DISCOVERS A POTENTIAL ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE SHALL IMMEDIATELY
NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
SPECIFICATIONS. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE
LOCATION OF U11UTIES AND NOTIFICATION OF COMMENCEMENT OF WORK-
START START OF UTILITY INSTALLATION. a. SEWERS............................ ENCINITAS SANITARY DIVISION
"
19. THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT DRAWINGS ON WHICH ALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE b.
GAS & ELECTRIC............. SAN DIEGO GAS & ELECTRIC
CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN 6. THE CONTRACTOR
SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES ...... SAN DIEGUITO WATER DISTRICT 840
" BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY c. WATER..........:............. ( )
422-4133 DIG ALERT
RECORDED. A COPY OF SAID AS-BUILT" DRAWINGS SHALL 8€ PROVIDED TO THE PROBABILITY FORECAST EXCEEDS FORTY PERCENT {4470. SILT AND OTHER DEBRIS
AT&T
CONSTRUCTION.
CITY OF ENCINITAS WHEN REQUESTED. SHALL BE REMOVED AFTER EACH RAINFALL. IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO THE START
OF ANY a• CABLE TV.........................d. TELEPHONE.................:..... AT CABLE
20. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON ALL
CALLS FOR INSPECTION. PHONE:
RIGHT-OF-WAY WITHOUT APPROVAL BY THE CITY ENGINEER.
21. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR
SUB.� K CT TO REJECTION AND WITHOUT BENEFIT INSPECTION WILL BE
IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING DIEGO REGIONAL 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT (USA) AT
CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND SA IN STANDARD DRAWINGS E VI A TI 1 800-422-4133)
NOT LESS THAN TWO (2) KING DAYS PRIOR TO CONDUCTING ANY
INTO WHICH A PERSON IS REQUIRED TO DECEND. EXCAVATION WITHIN THE PUBLIC RIGHT-OF--WAY AND TO EXCAVATION WORK
CONDUCTED ON
22. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE PRIVATE PROPERTY.
GENERAL NOTES IN CASE OF CONFLICT. DRAWING NO. DESCRIPTION AC = ASPHALT CONCRETE (72.89) = EXISTING ELEVATION
LIP = GUTTER LIP VERT. = VERTICAL
EP = EDGE OF PAVEMENT HORIZ. = HORIZONTAL
SDRSD D-2 CURB INLET---TYPE B TC = TOP OF CURB SDRSD = SAN DIEGO REGIONAL
FL = FLOWLINE STANDARD DRAWINGS
Underground Service Alert SAN DIEGUITO WATER DISTRICT SDRSD D-34 WING TYPE HEADWALL TB = TOP OF BERM PP = POWER POLE
ou m°n REVIEWED BY:
SDRSD G-2 CURB AND GUTTER-COMBINED
CAM TOU FM SDRSD G-14C CONCRETE DRIVEWAYS
1-800 422-4199
re�a ors �u DATE:
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
SEE INDIVIDUAL SHEETS FOR SITE SPECIFIC PLANS PREPARED UNDER SUPERVISION OF RECD E P E PUBLIC IMPROVEMENT
PLANS FOR:
BENCHMARKS. HORIZONTAL
DATE: BY: ___. BY: ENCINITAS DRAINAGE IMPROVEMENTS I
0 S PETER COTA-ROBLES
VERTICAL R.C.E. NO. DATE: DATE: I °e� 4T A�
I RIVE URANIA
ENGINEER EXP.
R.C.E. NO.: 22312 R.C.E. NO.: 52176 WORK PROJECT NO, CMD05E SHEET 1 OF 3
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t XISTING 14 _. � _,_ _ 1171 _. __ _-_- .__ _ __. - -
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7117. -.-1111. 1111 .. .J. .._..... 1117 _ .. ... . - 7111 __._ 7711
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4 N _ _ __ 7711
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_
80TH SIDES UNLESS I- " t I 3-0
14 --
XI G WATER LINE ... . _ , .. ..._a__ _. .___ , ._ _ . __. -_ _. 7117 7,171.. _
E STIN
ro 7111. . _ _ -
- ----------- --
----
OTHERWISE NOTED 7:111 _7177 _. _ ._ . � _ , _, _- _ .
.. _ .. _. __. _ ._- __.. 1111 -, _ y _-. 7177> . ___ . ., __ _.___.
- - - - - - - - -- - - - ._ 7771._ __-w _ � ._ ,_. .� _ - - - -- - -- - - --
7111. 7111. . , - -- __ -_ - - -
7111. ,_ _
_ � 1111_,__ ... - _- ... ._ - -- _ ... . .. :...- _- - __ _
_ _ .,1::=_ 71 .71. 7117 1111 - - . - v --
SECTION B B •, �.,. -__ - . .. ._ . . 1111 - -__ -- -- _. _ <. ___ __ __ _ ° _ .. = -_-:
, - 1117. _ - - __- :__ ._ - _:_ _ ,. .{--, �.-, .�"_
GU GURB LINE __ .. _ 1771 7117. . . 7111 .. _.w. . . 1177.-_. 1171. 1711_ . ._ - -
___-_ .. --_ __ _111._1 7111_ 1717.._ __
___ 1177_ ,, 1117 _ _-. __. __ 7177 -_. , 1711 1711,,. . 1111. __. co: _--__� 1711.. ___ __
___ _°-- :.
4 RADIUS
b{ _ _ -- - - - - - -- -- - -
_ ,. ,.. _ _ _.. _
_ _
_ 1711 _ _ _. - - --
- --' --. _. 7111 ... ._ 7111 -
_ ----7171_ _- :_ _°1111 _.__.., . 1111. .. ... _ - -- -- -
___ _ .._ _ __ 1717 _ _ .._ . ._ _. _
_ __. __
� __ 7777_
a EQGE OF GUTTER
_ __ __ . _
_ .. "-..._.. - .,_-----_,_, 1111.. 7171._ 1111_. -.., ..L.... . ...
_ _ _.. -. _.. 71 7'771:_-:_ __ ,._. .__. _. _ _°_ -
.,,I,.._I _ 11117_= 0 _ _ __ -.. _
_ _, _ _._ _.-. _ . _
- _ -
_ _ 7777 _ _
_ __ 7711 _ . _ . _ _ ,. _ _ _� . 7171 - __ _ 7117__ . _._ _._ _ _._ - .
_ - _ . __
_ _ _ _
_ ,. _ _ _ __ -
_ :._P . .. 1111. .._ - - .."_ ".
1117 .. _.. _. _._ .. _ _ 7117 ..,..._. ..1111 711°1 ::... ..- �.._:._.. ._:�....:. _._ 7111.._ 1111. r ..
-- 7711 .. ... 1111_ .,7111>.. .. ._ -_. -.__ .. i�i .. 1171-_.. .. .. .. 1111.. ...._ _-111:1.. _ 11:77._ ..:.":1117_ 1117__ _. 1111... _....._.. _. 1111._1717_•
•_ _
P N _ - _
LA 7111 a _ . __
___ __ _ - 1117 __ 1111 __ _ - -- -- -
- - . - - r . - - _ -
- _ .. _ _7771;:_.7117.. -
- - __ 1:111. .. _ ._. _ .__ 7111 7111 . _.
.
_.. _ _ 1111 -_
-- _ _. _ .. ._1111,, _a _ __.. _. _ .. . :: - �.::
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A -
___.._. 1717 _7711__ . _. .__... _.. _ 1171._ 1117_ .. _.
- ---. _ _ _ _ _ v..
_ _ _ ._ _ 1117 7111.. _.., __ ___ 1111_ _.
.__ _ 117 _- .._ ___ __ 7111 _
- _ -
.1171_ ..- -.. __ # _ . :._: G.:...
- .. _ 1711 _, 1::111 . 7111 _ ._ __ . - 1111: 7111 . :::.
CUR@ LINE __. _, ___ = __.. _. I x„ "' _
w w .. .. 1171_--:._ __-` - °
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......_.1111.__ ._ ....,.... _. ., :.::... ..._. .. ,:: : 1111... ,-.. ... ., _:'.:.._ __, 7117.:. . _
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179.1__ ._ _ "."1111 .. .:._.__ -_ 1711_.-. ........... ... 7111.. .. . -. " .. ". .. 1111.. -_, .. . .. 1111 - -
w #4 O 8 Y+10 - 1.=
tw _ _ , _._ - ---- - __. __- 1771 - - 1117._
-. _. 1111 7111 .._ -- _.___-- 7177- __ . _.. __ -_. _ .__
L _ _ .. -
1
_ _ 1771 _ 1111... ,
.. . ".. _ .- . , 1111...
4
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_ _ _ _. _
• 3- - -...::rr. _ ....,. ._. .: _ _ ._ - _.- - - _ , . _ .. _,. _ ., 711:1_' - ..-_..- 1111. ..
1117 1111 7 1 11. _........ ..... . ::.,. 1111 f1. _:
LENGIH SHOWN ON PLANS • _ -
ur
_ - -
0 2 -
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_. -
_. _.. -.. . _ - . _. 1171,. - ".: ,. '- I_ .._ -- - _ _._ _.
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.... _ r _ .. : _ - -- _ -
w .......� _..............._... 7111 7177 _.."_ ."-._ _._ ."._. _"_._ .._. �.-.. . 17'11::.. .._ ....._:.._
1:1-1_1._. _.. :.-.j 1111 _ _ .._.. ....._.. .. ,:1711 -- 11 17._
__ __ .:. _.- _. -. 1111_
�( .ry 1111...7111_._. 1111 1771.. ,�,...._,. ..:__• _-_ _ 1 _-_. .-... 7111_".- -.- ..-1117 __" __. ...._,...._ ...._.
.... __ _ _:_ <__ "-1111 .._,......__--711 -__. _. -,-_. _.. _ 1117'-'e:.- .._ __. -- 1711".:._.
. . T ITT _ -•_ •-_ ___ - ,.-- 7111_ -. 1117 .. -. -
w^ N :.�.,°.. ......... ........... ........__. _ .. , 7717.-7111 _-._". .-7171 - -_. 1111_ 7111_- .. ......-
11.11_ .._.... -."...-_ _._ ♦ .: W _,,........._ _ _ _ _
__ ... ., _-. _. .__ .� .. -... __.-. . 7717 .-_ .-_.- _
•' w 1 1111.. ... ,_.__ ....-. 1111... . .. .. __. 1111._ 1117 ... 7711.._. 1777... _-. "."-.- 7171.-7111-
1111�........._ _. .".,...__ 1177 . . :. 7111. .. -, :_ . .."1711 1177 __ . _ . _ _.
_ N 1111.. .... . _ 1111_._ .. _-. -___..: -._ 1111.. .__ ._.._... _-.--7111 1711.. _... _ 1111. 1711 °
,..-.._ __i- . . ::". 1117_......___. _ ......_ __- __ _ :.:- H
_ __ _..._... e_ ° �: _ ::.�„_ 1111 ., '.�:.�.-
M N ,.:
N , TZ ._ _ .-. _ _ - _ l
,, .. _.. -. 1711 _ _
GLR. a _ 1117__ 1711 1711-..-- . 1111.-1117 _.» _ _ _
_. _ 1771_ _ _ .-.
N _„4.""_-•.^. .. 1111.".._ _..-_._ ---._7_117. _ _. 7171_- _.. " :._.._"... __ _-.._1171._ 1111.._. 7111. , -
_._ _.. _. 1111_ .......
Nrh.. 1771 7171- __- _. _1111 - -
,._. 1171,.- ..1117 _ .--7111_._" 7171 7177.__ 1117. 1771. "_-_,= " , "_.. .........•.,_... .. 11I-,"_° ._-.
_."' -_ ._ .,:: 71 11_..- ...1111. 1111__ :.:<- . ::::, _ 1711_. ._. __-_. .' 7717 . 1171.___ ._ -" . iR." --
7 t 2 �-'w � . __ _.
__ . .,,._._ . _ __ 7117. _. . - -- "._ -- . :
__ _ 7111. . _
- - 7177 ._. _ _ . _ _ . --__ -_._ 7111 d 11 1 1. _.:.
" _._...,_ _ 1717_ ..,,__ _: _ __ _ .__ ".-_ 7111 7711 _ _ -
------- --- - - _ _ _ _ _ , _ , , _ ,_ _ _ __ _. #-'... - , __:v_.
----1111._......_..._..------ I _ 7111_- .__ _-_.__ __ _.-: ,.-7771 - --__ - t
Ni, > X ST1NG 14 1177. 1111..-_-_ .. __-__ 111:1.__ ....,__... -....,. .. . _ _: ,.,_.....---
R1 � 1171 - - - -- - - - - - - -_ -