HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 29 Precise Grading _.. . .
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I I I . CITY OF TEMECULA RIVEF�519E-w CO,, CAL lFo
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I . i ,i ' '.. - - I I 6 F • CITY OF TEMECULA
CITY OF TEMECULA . 1 .
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PR.E. -b- 6,; _ ;. I
-�3- �L. .. . 1% PUBLIC WORKS DEPARiTI1�ENT
I . . AND SEDIMENT CONTROL NOTES PA]L/ING. I-TES � '
EROSION .......� „�
. . GRADING NOTES
• � It, The Contractor shall be respon410le for the clea.reng of the proposed work area, and .
'1. • Information on this plan Is for erosion prevention and sediment control only. These notes are Minimum Parking Lot grade shall be one(1.0) percent, ---N,
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relocatlon costs of ail exleting:�utii.ities. Permittee.must Inform the City of construction For Mass Rou h and Precise Gradin Plans
comprehensive and should be applied according to the site-specific conditions for each individua � � Rough, g I
• grade for ribbon drains shall be 0w50 percent. ,schedule at least 48 hours prior.to beginning,of constructlon. . :
project. The Discharger is responsible far the installation and maintenance of a combination ai Minimum 9 e
erosion and sediment controls by October 1 st of each year for all applicable soil-disturbing •
activities (clearing, grading, excavating) and on all exposed slopes throughout the entire site. An approved soil sterilizer shall be used on all subgrade surfaces prior to placement of I Q Phone: (6,5'it) 694,0411 1. All grading and related activities shall conform to the Grading, Erosion & Sediment 1.
The Discharger is also responsible for any discharges from subcontractors. paving. � . Control Ordinance No. 04-04, and if applicable, to the State Water Resources Control
v, 2. The developer will install street name signs conforming to the City of Temecula% Board NPDES General Permit for Construction Activities.
2w Stormwater runoff should be filtered prior to discharging to a stormwater conveyance system Asphaltic emulsion (fog seal) shall be applied not less than fourteen (14} days follawirlg " to dard Nos. 403�405. .
na ural watercourses streets flow-lines drainage inlets etc). All non-permitted discharges are placement of the asphalt surfacing and shall be applied at a rate of 0.06 gallons per square •
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(natural .` ` ` g ' ) g 2. Building ad and drainage Swale slopes shall be a minimum of 1%. Drainage swales
rohibited from enterin an stormwater conveyance system ysar�round. yard, asphalt emulsion shall conform to Sections 37, 39 and 94 of the Mate Standard �, . . g p _ g� p r.� • _ � g
p 9 Y _ • i 3. All work shall conform with the roquiremnts of the► City of Temecula Public Works shall be a minimum of 0.2 deep and be ci�ns#ructed a minimum of 2 away from the top
Specificat ons
"I Department Improvement Standards and Specifications, dated November 1991, and of graded slo es. Finish fade shall slope'awe from all exterior walls at not Less than
3. Discharger Contact information. .
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The subdivider or Contractor shalt apply to the City of Temecula Department of Public Works subsequent amendments. Y4" per foot for a minimum rof 3 feet.
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Oprolm-� R,?nsv /1\ qSiWV8700 for an encroachm ent permit for all work within City Right-of--Way. • . ,
(Responsible Person) (company) ( H ur Phone Number) . • 4, It shoji be the responsibility of the contractor to notify the engineer, to Install street 3.. Maximum cut and fill slopes shall be 2:1 r
Three Inspections are .required by the Department of Public Works, one inspection at g • - p
co I centerline monuments as required•by Riverside County ordinance No. 40�1 (Tracts
4. If soil disturbance meets or exceeds one acre, the site must be covered under the State General subgrade completion, at base grade completion and during-placement of asphalt. 61re •
and Parcel ma s Qnl ., ve 1oD- ear storm flows• p Y} 4r Provide, as applicable, concrete brow ditches designed to convey y
Construction Permit, a Notice of Intent (NOl) must be filed with the State Water Resources l�URF�I�7'� • � • •
shall be provided,to ' The contractor shall be responsible for the clearing of the proposed work area, and 1 or provide graded berms, along the top of all graded slopes over 3 in vertical height or
Control Board (SVURCB), a Waste Discharge identification (WDiD) Numberwp f existing utilities. The City shall be informed 48 hours prior to 5. It shall be the responsibility of the developer or cantractivr to ap•.ly to the City of � that are adjacent to faded areas to direct surface runoff awe from the to of slopes.the City, and a Stamnwater Pollution Prevention Plan (SUVPPP) shall be implemented throughout relocation and cost o all ex g ty p p � g y p p
' • • • of construction at(909)694-6411. Temecula Department artment of Publio Works for an Encroachment Permit for all worst on
the duration of the project and be readily available on site to City and State inspectors. A beginning p
downloaded from the Ci 's web site at www.cit oftemecula.or under w �� existing City maintained roads, and for utility work within offers of dedication for 5+ All grading shall be done under the supervision of a Registered Civil Engineer, Soil
_ SWPPP template can betY compaction report b a Soils Engineer shall certify 95 percent com action of base nor to ��� •' 9 9 p 9 •
NPDES information. A compac ep y 9 p p p public.use. Engineer, or Engineering Geologist who shall certify that all fills have been properly .
call for second inspection and a placement of as halt paving. 9 9 9 9 y
p p p • p 9 � . .,•.w� placed and who shall submit a final compaction report for all fills over 1' deep.
5. During the rainy season (October 1 -- April 30), the Discharger shall make available, as q� 6. All underground facilities, with .laterals, shall be In place prior to paving the street
ui merit and workers for emergency work to protect the site. Additional erosion Compaction test observation of subgrade or base rock grade shall be coordinated by the •
necessary, equipment p 9 . y - p contractor with the Soils Engineer and the Project Inspector, all grade inspections will be in section Including, but not limited to, the following: sewer, water, electric, gas, 6. A Registered Civil Engineer shall submit to the City of Temecula's Public Works -
and sediment control materials shall be stockpiled at various locations throughout the site for 9 � p 9 p
• conjunction•with or preceded by compaction testing. 0 . . drainage. Department a written certification of completion of rough grading in accordance with th t.
immediate Implementation. 1
k� approved radin plan prior to issuance of the building permit. Certification shall be tc)
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• I inspected, restored re aired or modified regularly Final pavement structural section design shall be submitted to the Director of Public Works 7, Curb depressions and driveway approaches will be installed and constructed line, grade, elevatfan and location of cut/fill slopes.
6. All erosion and sediment controls shall be repaired, � Y for royal a minimum of ten days-prior to placement of base material. The design shall 2•
throughout the site to protect downgrade perimeters, adjacent properties, environmentally pp Y 9 according to standard No. 07 and/or No. 207A, as directed In the field. .
•9adhere to the methodology set forth In-Cho ter 600 of the Caltrans Highway Design Manual11101AUTY PIA •If an erosion or f 9Y p g Y 97. Final compaction report will b required for all fills rester than one foot.
. sensitive areas, and all private and public stormwater conveyance systems. y ,• �, „ N p po a qu ed o i g
sediment controls fail during the rainy season, more effective ones will be required in their place. and utilize the R value method. The R value tests shall be conducted•In accordance with 8. It shall be the res on8lbili Of the develo developer or contractor to apply to California
California Test no. 301 and shall be perry. mad by a Registered Civil Engineer: The number Department of Transportation (CalTranuj, for an Encroachment Permit for all work 8. All radin shall be done in conformance with �•acommendations of the reliminary sailsp p . grading p
7. During the rainy season, clearing shall be limited to areas that will receive immediate grading. ► and locations of these tests shalt be subject to approval by the Director of Public Works. .
. performed within the State of Right-of-V ', investigation by LA �Ee 6,k(;-/�,*eAv&�\,._ _ vocombination of erosion and sediment controls shall be implemented in areas that have been r���� dated � - �'. Two sets 0f the
Asphalt halt concrete shall conform to all revisions of section 203-6 of the current standard final compaction report shall be submitted to the Public Works Department which shall
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s �ecificatlons of public works construction. Asphalt surface course shall be C2-AR-4000. 4 9. All street sections are tentative. Additional soil,tests (I be takers after rough grading, include foundation design recommendations and certification that grading has beer)
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• Minimum thickness Is 2 inches, maximum thickness Is 3 inches. Asphalt concrete sections to determine the exact street section .requirements. Use Standard No. 401 If done in conformance with the recommendations of the preliminary soils report.
8. During the rainy season, erosion control for graded slopes shall include '10b°lo vegetative -
I coverage, wood mulch stapled or pinned blankets straw or coconut),, plastic sheeting 10-mil), greater thin 3 inches shall contain a.base course of B»AR�4Q00, a minimum thickness of 2 expansive Solis are 'encountered. V Insert "shall" for Tracts and Parcel Maps
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polypropylene mats, or other measure approved by the Director of Public Works. For spray-on inches.
"rriay"far Permit Cases.} 9. The contractor shall notify the Public Works Department at least 48 hours in advance .
controls, only bonded and stabilized fiber matrix products with minimum application rates of 3500 requesting finish lot grade and drainage inspection. This inspection must be approved - •
. lb/acre and 'Io aVacre, respectively, shall be used for grades of 4:1 and greater. Jute netting Two special inspections are required.from Department of Building and Safety prior to �iy
g PROJECT DATA 10, As haltlo Emulsion (FogSeal shall be a- lied not less than fourteen (14) da s prior to buildin ermit clearance for each lot. .• :avin in disabled arkin areas or aths of travel and one Ins ection after all avin has P } applied y g p
shall not be used as a stand-alone erosion control. If hydroseeding is implemented, the paving parking p p paving ant of the asphalt surfacing and shall be applied at a rate of 0.05
• for 'seed growth. Inactive graded ads shall be been placed In disabled parking areas or paths of travel. following. placement p g pp
application must allow sufficient time a adequate s g ,� p
• i stabilizers,,fiber matrix or other measure approved b • • gallon per square yard. Asphaltla ernulslon shall conform to Sections 37', 39 and 94 Public Works Department Phone: (951) 694--6�4'111
protected with acrylic/latex polymers, soil sty a pp Y
owner w Calgary Baptist Church ,
the Director of Public Works. of the state Stangard Specifications.
• t 31087 Nicc)(As I?o.(• 10. Cut and fill slopes shall be protected with a combination of erosion and sediment
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9r sediment controls shall include desilting basins, graded berms, fiber rolls, silt fences, gravet-bag Ternecu�a, CA. 92S91 11. Prime coat required prior to paving ail grade in excess.Of ten percent. controls to protect the slope from erosion and instability during the grading phase.
chevrons(3/4"gravel),check dams,drainage inlet protection, etc. 1 ("/). 676-87p0
• 11. P t radin activities shall include, but not be limited to, installing, where applicable,
w 12. install street trees in acco dance with Riverside County ordinance No. 460,53. �� `g 9
ffsite flow-lines v-ditches brow-ditches, terrace drains ribbon utters, curb � •
10w All onsite and o ( 9 •' groundcover, trees, shrubs, or a combination thereof in accordance with City code
in inlets hall be free of sediment construction materials construction I.egal.Descriptionr SW 1/4, Sect. 20, T-7A, R•2W, San Bernardino - 1 , . :
gutters, etc.) and drainage ets s - prior to the approval of final inspection. Slopes over,4 in vertical height shall have
waste, miscellaneous debris,and deteriorated erosion and sediment controls at all times. Base &Meridian, Riverside County, Parcel 29, . 13. Street,lights shall be Installed In accordance with the approved street lighting plan. , I Iq
. permanent irrigation systems with backflow prevention devices per the U.P.C.
• - Map Boojk#1, Page#44-46, County Recor der s .
11. Construction waste and. miscellaneous debris shall be placed in water-tight bins. Wire mesh Office 14. As determined by the City Engineer, the developer is responsible as a minimum fc ' � A
• d for concrete, paints,
12r Fill material shall not be,placed on existing ground until the ground has beery cleared �f
. . -... :..,-_."- -_ - ,_ .. .. road Improvements to centerline and may be required to reconstruct existing
trash receptacles will,not b� allowed. Wash-out stale I1 be � _��,�__�..�...--��w..._..�.�,__ Y q g
stations
.. .. -- �- weeds, debris, topsoil, and other deleterious material. if steep sloping terrain occurs
and stucco and shall be with plastic and located awe from streets, sidewalk right-of-ways, .
• p y A.P.N. � _ pavements, including base, and matching. overlay required to meet the structural upon which fill is to be la keyed,,,and benched into 11•
• .P.�t 914 S10 009 5 - p placed, the terrain must be cleared, keyed, a d ben t irrn
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and drainage inlets. Prior to any forecasted rain, bins and wash-outs shall be covered with a lid standards for the current assigned trafflo index, . . i
or plastic tarp preventing any overflow into the drainage system. .
natural soil for full support. A Registered C�vtl Engineer, Soil Engineer, or Engineering
3 .
Geologist shall approve placement of fill.
A .. w 16, Only .landscaping 'consisting of grass and parkway trees may be Installed within
12. Construction accesses shall be stabilized with a combination of gravel and shaker plates year-
• litilift"es: Sewer: Septic Syste�n parkways on local residential streets .without separate landscape plansl. Ail other 13. -Tam Ora drains a shallstructuresare inst Ileround to prevent track•-out onto streets. For residential developments with street grades .
• • Temporary 9 e provided until permanent drainage a d.
• 4 - protected with ravel to prevent track-out onto Water: R.C.W.Dw . • types of. landecaping In these areas, and all. landscaping on ail other streets shale Protective measures exceeding 2/o, individual driveways shall also be pr g p es shall be implemented to protect adjoining and downstreaim
interior streets. Gravel shall also be laced on driveways that are used to access individual tots. • has: •Crew I require separate landscape plans. All landscaping encroachments shall conform to ;
p properties from silt deposition and pending water during grading operations.
Routine street sweeping shall be performed on all paved streets where tracking is observed. Riversid�a County standards relating to the Administration of Landscape
• Electric: S.C.E. f ' .
Vacuum sweepers shall be used when street sweepers become ineffective. Controlled street _ Encroachments"dated January '1989.
p 14. Dust shall be controlled b methods approved b the City Engineer.
washingwill only be allowed prior to the application of asphalt seal coats. However, drainage Telephone: Verizoil Y pp Y Y g ;
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inlets shall be protected to filter the washwater. I 16. Pursuant to the City of Temecula Ordinance No.90•-12, the developer shall install all .
15. Stability calculations with a factor-of--safety of at least one and five-tenths (1.5) shall be
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13. Silt and debris shall be removed from check dams, chevrons, silt fences, desalting basins,streets,
RIVERSIDE CO. FLOOD CONTROL require Qab a ac t es. 1 submitted to the Public Works Departmentbya Registered Civil Engineer, Soil r �
SEC 20 -r 7 S. R.2 W. p g �
onsite and off-site flow lines, downgradient drainage inlets affected by a discharge from the site, • I ' Engineer, or Engineering Geologist for cut and fill slopes over 30'In vertical height.
. 'DATED 19961.and public stormwater conveyance s s#ems nor to and after each storm event. • •___ 17. Approval of these lens b the City or Its agents does not relieve the applicant plicant anti
I and other private p Y Y p
I ": For residential developments, silt fence shalt be installed along interior streets and combined with - his engineer from the responeibility for the Correction of errors or omissions
16. A Registered Civil Engineer or Licensed Land surveyor shall submit certification of ( .
structi m Upon request,, t revisions shall. p 1 Sr The Discharger shall propert t and sec � discovered .during Con o eSt he appropriate ro date plan re lsl s s a
gravel-bag or sift-fence-chevrons inside the sidewalk right-of-way,where applicable. . Y pos ure site areas where impounded water, due to erosion YAU L. .S-r�UeNS d s g p pp p p . buildingad elevations. Where specific r re uired the elevation (with• s bmitted to the CI En ineer for review a• p sp c c a e q ,
be promptly u City g and approval. ,
• an sediment control devices or anything else, 3�7'�•15 ��15Ti L� AVM'•. ,
9 creates a hazardous condition to the public, res ect to mean sea level shall b i v tion with res ect to ad ce
p ) e g van. ff an ale a p la adjacent However, emergency accesses shall be maintained at all times. M LJI?Rl�7 A aA q Z 51,Z •
1�. Desalting basins shall be constructed at the start of all grading operations and sized according to .
e State General Construction Permit 36Q0 cubic feet of story a per acre drained), even if the q /� ��- �,�(o '
ground surface is required, the actual distance above the adjacent round shall be
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it very a under this ermit. Water shall be filtered and drained from the 19r No obstructions, other than sediment controls, shall be allowed at an f, ,• -�� given. k,
site does not requ a co g p y existing public, or private, Q -P• Ily s �'!C� �J+a 8 �X 31311D�
ormwater conveyance system, unless adequate temporary or permanent drainage facilities
basins between storm events. _
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have been approved by the Director of Public Works to car g --. ..� - ~I�,,.. V. 17. EROSION AND SEDIMENT CONTROL: The emnittee shall abide b the requirements �'
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carry surface water to the nearest �
rmwater runoff shall not be directed over an slopes without permanent downdrains installed. practical stormdrain or natural water course.15. sto Y pri__.,:;1-C- outlined in the City of Temecula Grading, Erosion & sediment Control Ordinance No. R.
Temporary erosion and sediment controls are required on all exposed slopes until sufficient r _
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04-04 throughout the duration of the project, including adherence to the state NPDES
20. Fill areas shall have erosion and sediment controls implemented while bet 'll ,OF A0T(19A4NnF10 (2 q r40R�u •
permanent landscaping has been established. Fiber rolls shall be installed in increments of 10 T p w rig brought up to grade.
Permit far Construction Activities, if applicable.
These measures include. tam o '•
feet measured vertically on the face of slope for grades of 3:1 and greater in combination with p raryr downdrains (pipes or paved ditches with protected outfalls); ."• --• __'.-_�, 1
fiber matrix products or blankets. Silt fence shall be installed at the toe of all exposed slopes 3'or earth-berms at the top of, slopes; vegetation; mulch; fiber matrix products; blankets- -" A
areas, check dams; fiber rolls; ravel ba s around ondin �.._: 1 ti./r Existing drainage courses shall continue to function during the rainy season. No
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9 ainage inlets, and appropriate grading to �x F�Ne� '- '�•• obstr�.iction of flood '
more in height. direct drainage awe from the edge \ s �c plains or natural water courses shall be permitted.g Y ge of the top of slopes. . 4
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16. Material storage areas shall be established. Fuel tanks, portable q gels,
- 21. Slo rot '��� -'' o• t� �c� ��� •
.dais shalt be stored away from streets, sidewalk right-of-ways, and drainage inlets and shall I p ection must be in place during the rainy season prior to the iss�i .nce of a Certificate Qf �'Cl. � 7" rf r�' d -fG�� '.�'it , '19. All property corners shall be clearly delineated in the field prior to commencement of
' inment. Stockpiles of soil shall be protected prior to a forecasted rain. Occupancy to prevent e:��sion. PA (<,Ole). ) ,•:have secxonda cor►la p p p »� � q �,�� any construction/grading.
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4 i�r %'.� ♦ •shall have lastic under-liners to contains ills e. Grave� --1 s shall also be 22. T.�"le Department Of Public Works reserves the ri ht to make than � ,11 .•.� w -"4_� It .,
17. All portable mixers p p g 9 gas to �:. plan. The .,,,'• 's' 20. The permittee must obtain an encroachment permit prior to any work within a public '`
. partment's approval of this plan does not relieve the Discharger for correctiorf g of errors an •-•r ti .�
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placed on the down-hill side of the liners to contain discharges. /
• �. � •• 3.: e • ��• •:�� ` right of way. ��
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omissions discovered during constru ction. �. %.• . . �'• 4
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w :• r t•• / 21. A royal of these plans b t leave they licant end
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,,� pp• p y•he City ar its agars does not re pp his��"' / engineer from the responsibility,, for the correction of errors or omissions discovered
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ALL C V Zl1 t i�.I�r'! .5ffALL . ,•� :'. . 86 .� �. g on+ Upon request, the appropriate plan revisions shall be promptly /
♦' ,-.• ` M r: n a submitted to the Ci En ineer far review and a royal.
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JX -Alq c�) . , �- - 22. The issuance of this permit b the Ci of Temecula does not ins�l or rovide an •
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N.: • !•5• `• 1�,.ptL. p�Dp�1 'Y L1N 9X, / N clearances from state or federal agencies regulating- the provisions oof state or federal •>
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endangered species acts or water quality regulatlons. The Contractdr/Owner/Developer
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1/ • * is res onsible for obtainin the a ro fiat$ clearances from these a encies•prlorr to an -
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• DATED. 1990 1. �,�, dl:plt.IC WOI�CS -
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CONSTRUCTION NOTES AND QUANTfTIES. _ �E��R �fo �TREEr IM!? RAID! � „ - I .,;..
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al ITEM aTY. gry, unr�r — ..__UNIT •' , �f�r� � . � ITEM QTY. UNIT
� � INSTALL FIRE HYDRANT PER COUNTY OF UCT 4" CONCRETE PORCH 1800 SQ. FT. � PLACE S DISTURBANCE
-ADJUST. 4�• �
t • , � NEW PARKING SPACES PER SITE PLAN SHEET Al 15 EACHRUM A911MI ANA#AAFE" + TO LIMITS OF
CONSTRUCT CONCRETE CURB AND GUTTER PER --� D NCE ___. . ),ga0 f LF
R�►n�w�o� co�rau�wc� ►�n� � / RIVERSIDE STD. 1 EACH
CITY OF TEMECULA S7D. NO. 200 255 LF '�STABILIZED CONSTRUCTION ENTRANCE � ; . � �,EACH.
ARE Y�f DISAQlED ACCESSJBNJTY ONLY I Q REMOVE EXISTING FINGER PLANTER 3 EACH
Q , EXISTING PARKING SPACES TO BE REMOVED 150 C.Y. - --
�Q CONSTRUCT SINGER PLANTER PER DETAIL 190 LF CONSTRUCT CURB PER CITY OF TEMECULA STD.204A 555 LF
/ IV/CC>l,A$ RC�A�7 U HANDICAPPED PARKING SPACES 11 EACH �p►W CUT AND REMOVE EXISTING CURB 330 LF
'M0n On W RIW � . REMOVE EXISTING TRASH ENCLOSURE 1 EACH REMOVE EXISTING CONCRETE SWALE 105 LF
� CONSTRUCT CONCRETE GUTTER 390 LF
CONSTRUCT A.C. PAVING 0.25 380 TONS
G CONSTRUCT A.B. CLASS II 0.5' 375 C.Y. � CONSTRUCT BROW DITCH 160 LF
ntel'���W1d �E��"Vi '�.�3`AIei't � '� � RE PER CITY OF 0 SAW CUT AND REMOVE EXISTING SIDEWALK 200 SQ. FT. ^
CONSTRUCT TRASH ENCLOSU @ PLACE SANDBAGS 1 HIGH, 12' LONG 140 FT.
TEMECULA STD. 1 EACH
p � Call: TOLL FREE � � -'�` -`�'�--�=�_-_= �-- Q CONSTRUCT 4" THICK 6' WIDE SIDEWALK 2400 SQ. FT. � � REMOVE EXIST CONCRETE STEPS 1 EACH
� -- _ __. ...BUILDING AND �AFE��-2!4R�
�� CONSTRUCT CONCRETE STEPS 7" RISERS (MAX.) � 2 X 4 REDWOOD HEADER 600 LF
1 =800 .� � C " '_ & 11" TREADS WITH 34" WROUGHT IRON HANDRAIL 1 EA��! REMOVE EXISTING STORAGE UNIT 1 EACH REVIEWED FOR COMPLIANCE WITH TITLE 24
7"11�1�/ X_ X _ � "WAN ACC�sSIBLE",W/8' WIDE ACCESS AISLE ON
CONSTRUCT 6' HIGH RETAINING WALL WITH 42" DISABLED ACCESS ACCESSIBILITY
.- D SS AND ACCESSIBIL ONLY
422wA4133 '� � � � WROUGHT IRON RAIL 18.5PA$��N��R �ID� PAR SAC, 1 129 B.4.2, CBC "0 1'' � TRUNCATED DOMES PER CBC SECTION 11278.5 2 EACH APPROVED B. / -7
TWO WORKING DAYS BEFORE YOU DIG - ---- - N DATE
—
. ,, SEALS : ,y De ed B awe B Ch �d . H _. - . . .. Ar q�wt��.N.4�
C�NS�6tUETIfJN RECORD -DATE DATE ACC 1� PE,,-.NCH MARK UISI ;. . . . . .. SCALE RECOMMEND BY DATE ��fE� �1�Y � T E�U�. DEPARTWNT OF P�xLIC WORKS
- -
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ED � � _
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Contractor � orizon `a� � 0 /
RIVERSIDE COUNTY FLOOD CONTROLS �� Plans Prepared Under Supervision Of ����!"GLLu�,v �l,�d �(� ^ A�
SAC. 20 -T. 7 S., R. 2 W. .
ACCEPTED BY' DA7E� �. P AA1
BM 26623 •0 ��! r -� IZONL,Ln J.}�ARKgBAP. / /�4Inspector V �(��. 'mil g Date �a 2 CaELEV: 1195.3 a�au�r►��rva a���u� wd�r�sCQL I/�{RYT� JrT �A7����
� DATED. 1996 VertlCal AN
PIER
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