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211761'� - - - All III Ili 48 IE 1'� S HYDROLOGY REPORT . s Y l3 -f'�— Lxul r % r - —r v -> I Prepared by: Dudek 75 -150 Sheryl Avenue, Suite C Palm Desert, California 92260 (760) 341 -6660 November 2, 2007 Project # 5770 This drainage study was prepared under the direction of Charles Greely, R.C.E. 69056 Exp. 06 -30 -08 e�pFESSid C 5,'055 * EXP.06 -30- s�. CwI%. Date MR."f—re. NI 4 • Project # 5570 TR55 RUNOFF AND BASIN Vista Bonita Trail 1/11/2008 SOIL GROUP: A (Ref: Riverside County, CA, Coachella Valley Area Soil Survey, USGS) (Sheet 11 - La Quinta Quadrangle and Table 12) 100 yr - 24 hr Precipitation: 4.5 (Ref: PLATE E -5.6, RCFC &WCD Manual) Curve Number: 51 (Ref: Figure 2 -2, TR55, USGS) Adjusted Precipitation: 1.03 (Ref: Table 2 -1, TR55, USGS) Site Drainage Area: 0.64 Ac Runoff Volume: 0.055 Ac -FT 2,385.42 ft "3 RETENTION SYSTEM: Pipe Storage Capacity: Dia of Pipe 24" Sure Lock Pipe Capacity per linear feet Suggested Length Volume of Pipe Total Pipe Storage Capacity: Percolation: Width of Pipe Length Percolation Surface Area: Percolation Volume: Runoff Volume Required: Storage Capacity of Pipe: Percolation Volume: Total Capacity: Surplus Volume: TENNIS COURT: Area of Tennis Court surplus volume submerged FORMULA USED: Runoff Vol. = Adj. Prec. 12 " /FT Max. Perc. Rate Allowed = 2 " /hr Perc. Vol. = 2 " /hr 12 " /FT Net -Req. Vol.= Runoff Vol Submerged = Surplus Vol Tennis Court Area 24 in 3.14 ft ^3 /ft 176 ft 552.64 ft ^3 /ft 0.013 Ac -ft 2 f 176 ft 352 ft ^2 0.032 Ac -ft 0.055 Ac -ft 0.013 Ac -ft 0.032 Ac -ft 0.045 Ac -ft 0.010 Ac -ft 6534.27 ft ^2 0.150 ac 0.010 Ac -ft 0.780 inches X Drain. Area 24 hr 43560 Sf /AC Perc Vol X 12 in /ft Page 1 of 1 0 Ac -ft 0.013 Ac -ft 0.042 Ac -ft 0.042 Ac -ft 3.360 inches 2-3 11 e) G I :_- 1.012 P= P - I e a- P - O .2S (Eq. 2-4)* where P is the total storm rainfall in inches. Substituting equation 2-4 in equation 2-2, (P - 0-2S)' (Eq. 2'5) P+ 0.8s Potdntial 'abstraction S is related to the soil and cover conditions of a watershed. The runoff curve number, which is. also related to soil and cover conditions, is related to potential abstraction S by 1 000 GN (Eq. 2-6) S+10 from which 0 10 (Eq. 2-7) CN The solution to equation 2-5' is shown in table 2-1 for a range of GN's and total rainfall amounts. Table 2 -1. -- Runoff depth in inches for selected O's and rainfall amounts Rainfall. Curve Number (W11 (inches) 6o 65 TO 75 80 85 90 95 98 -.1-F7 1.0 Q 0 0 0.03 0.08 0.17 0.32 •56 -.79 1.2 0 0 0.03 O-OT 0.15 0.28 o.46 .T4 .99 1.4 0 0.02 0.06 0.13 0.24 0.39 o.-61 .92 1.18 3_6 0.01 -0.05 0.11 0.20 0.34* 0.52 O-T6 1-11 1.38 1.8 0.03 0.09 0.17 0.29 0.44 o.65 0.93 1.29 1.58 2.Q 0.06 o.14 0.24 0.38 0.56 Mo i.og 1.48 1.77 2 5 0.17 0.30 o.46 0.65 0.89 .1-18 1.53 1.96 2.27 3:10 0.83 0.51 O.72 0.96 1.25 1.59 1.98 P-45 2.78 Q_-76 1.0 1.33 1X7 2.04 2.46 2-9� 3.43 3.77 a. 0 1.30 1.65 2.o4 2.45 2.89 *3.3T 3.88 4.42 4.76 6.0 1,92 2.35 2.80 3.28 3.T8 4.31 4.85 5.41 5.76 T.-0 2.60 3.10. 3.62 4.15 4.69 5.26 5.82 6.41 6.76 3.33 - 3.90 4.4T 5.04 5.62 6.22 6.81 TAO 7-76 9.0 -4.10 4.72 5.34 5.95 ' 6.5T T-19 -T.79 8.40 8.76 10.0 4.90 5.57 6.23 6.88 T.52 8..16 84b T8 .- 9 9-76 ti 11.0 5.T2 6.44 7,13 7.82 8.48 9.14 9.TT .10-39 lo.76 12.0 6.56 7-32 A-05 8:76 9.45 10.12 '10.76 11.39 11-76 V To obtain runoff depths for M's and other rainfall amounts not ;' shown in this table, use an arithmetic iziterpolatio'ne 11 e) G I :_- 1.012 r � cu 2 co J V✓ � �..�: -..�.: __ r,_ �:�� :� ,..;:.. � c..,.�:: _:.,�•.:: � .���o :.ice--- -- ��.:_......_,.....1 _Y� "►.:° _ t� 78 SOIL SURVEY TABLE 12. Soil and water features — Continued Soil name and map symbol - Hydro- logic . group Flooding High water table Bedrock Frequency Duration Months Depth Kind Months Depth Hardness Ft In Myoma: c �N aB;.MaD----- - - - - -- CA. -- None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------------- ------ - - - - -- >60 ---------- 'Mc6------------------ A None - - -- -- -------------- ------------ 1.5 -5.0 Apparent ----- Jan - Dec - - -- >60 ---------- Niland: NaB----=------ - - - - -- C None ------ -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---------- NbB----------------- C None - - - - -- -------- - - - - -- ------ - - - - -- 1.5 -5.0 Apparent - - - -- Jan- Dec - - -- >60 Omstott: Om D---------- - - - - -- C None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - = - - -- ------ - - - - -- 4-20 Rippable. Orl: Omstott part- - - - - -- C None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 --------------- ------ - - - - -- 4-20 Rippable. Rock outcrop part. Riverwash: RA. Rock outcrop: " RO. RT1: Rock outcrop part. Lithic Torripsamments part. D None - - - - -- ----- --- - - - --- -------------- ------ - - - - -- 1 -10' Hard. Rubble land: RU. Salton: Sa, Sb--------- - - - - -- D None - - - - -- -------- - - - - -- ------ - - - - -- 2.0 -5.0 Apparent -- - -- Jan- Dec - - -- >60 -- -- - - - - -- Soboba: SoD, SpE------ - - - - -- A None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 --= ------- Torriorthents: - TO 1: Torriorthents part. Rock outcrop part. Tuiunga: TpE, TrC, TO- - - - - -- A None - - - - =- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - -- 'This mapping unit is made up of two or more dominant kinds of soil. See mapping unit description for the composition and behavior of the whole mapping unit. parent; and the months of the year that the water table commonly is high. Only saturated zones above a depth of 5 or 6 feet are indicated. Information about the seasonal high water table helps in assessing the need for specially designed foundations, the need for specific kinds of drainage systems, and the need for footing drains to insure dry basements. Such information is also needed to decide whether or not construction of basements is feasible and to determine how septic tank absorption fields and other underground installations will function. Also, a seasonal high water table affects ease of excavation. Depth to bedrock is shown for all soils that are underlain by bedrock at a depth of 5 to 6 feet or less. For many soils, the limited depth to bedrock is a part of the definition of the soil series. The depths shown are based on measurements made in many soil borings and on other observations during the mapping of the soils. The kind of bedrock and its hardness as related to ease of excavation is also shown. Rippable bedrock can be excavated with a single -tooth ripping attach- ment on a 200 - horsepower tractor, but hard bedrock generally requires blasting. Formation, Morphology, and Classification of the Soils This section contains descriptions of the major fac- tors of soil formation as they occur in the -Coachella Valley Area, a summary of significant morphological characteristics of the soils of the Area, an explanation of the current system of classifying soils by categories broader than the series, and a table showing the clas- t 2 -5 Table 2 -2. -- Runoff curve numbers for selected agricultural, suburban, and urban land use. (Antecedent moisture condition II, and la = 0.2S) Open Spaces,-lavns, parks, golf courses, cemeteries, etc. HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION fair condition: grass -cover on 500 to TO et the area 49 69 T9 2T-C Cammerciai and bosineas aress•(855 "ervicus) 89 92 94 D Cultivated lamdI /: vithout conservation treatment 72 I Residential.!/ 88 91 vith conservation treatment 62 J11 T 8181 ST Pasture or raaga land: poor condition 68 79 86 89 good condition 39 61 T4 80 Meadow: good condition 30 58 71 78 Wood or Forest land: thin stead, poor cover, no mulch 45 66 7T 63 good carer=/ 25 55 70 T7 Open Spaces,-lavns, parks, golf courses, cemeteries, etc. good condition:- grass'corer•on T5x or more of. the area ,39 61 14 BO fair condition: grass -cover on 500 to TO et the area 49 69 T9 84• Cammerciai and bosineas aress•(855 "ervicus) 89 92 94 95 ry Industrial districts (T2: impervious). 8.1 Be. 91 93 Residential.!/ Average lot size Average % Impervicusi/ 1/8 acre or less 65 TT 85 90 92 1/4 acre 38 61 T5 83 ST 1/3 acre 30 57 72 .81. 86 1/2 acre .25 54 TO 80 85 1 acre i . 20 [51.; ` 68• T9 84 Paved parking late, roofs, drivevays, etc.91 98 98 98 98 Streets and roads; paved with curbs and atom severs/ 98 98 98 98 gravel 76 65 89 91 dirt T2 82 8T 89 1/ For a more detailed description of agricultural land use curve numbers refer to National Eagineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 19T2. s/ Good cover is protected from grazing and litter and brush corer soil. i/ Curve mffibers are computed assuming the runoff from the house and drivevay is directed towards the street vith a minims of roof water directed to laves where additional infiltration could occur. — °/•The remaining pervious areas (lava) are considered to be in"good pasture condition for these curve numbere. 5/ To some warmer ' climates of the country a curve number of 95 may be used. Lot 14 TM 21176.XLS ` /Zg /O g iverside County Hydrology Manual Calculation of SY HYDROGRAPH METHOD Lag (hr) _ #DIV /0 SHORTCUT METHOD Less an 100 -200 acres & Lag Time < 7 -8 min ) Data Input (boxed is calced) Concentration Point 0 Soil Group (Sheet 11/ pp 78) A Area Designation Precipitation Rate (PI E5.1 -5.6) 2.0 Area (acres) 0 sqmi Area Precip Corr (E5.8 ( %)) 100.00 L (miles) MO Total Adjusted Storm = 2.00 Lca (miles) Runoff Index (PI E -6.1) 3 Elev @ Headwater AMC Condition (I, ll, or III (Sheet E -8)) 2 Elev @ Concentration Point 0 Infiltr Rate for Pery Areas (PI E -6.2) Fp 0.74 H = 0 Devel Area Cover (PI 6.3) 40% S (fUmile) #DIV /0! Const Loss Rate, F (3 -6 hr storm) 0.47 n (Ave Mann, Plate E.3) 0.0015 Fm, Min Low Loss 50 -75% of F 0.24 Lag (min) #DIV /01 Low Loss Rate Percent 3 & Storm Frequent (10, 25, 100) 100 /Results La Quinta Zone (1 to 6) 5 3438 Cubic Ft Duration 1, 3, 6, 24 1 hr 0.08 Acre - Ft Unit Time Pattern Storm Loss Rates Effective Flood Period Percent Rain Max Used Rate Rain Hydrograph Volume Sum Vol Basin Infil (min) ( %) (in/hr ) (in /hr) (cfs) (cult) (cuft) (cult) 5 3.7 0.89 0.47 0.47 0.41 0.0 0 0 10 4.8 1.15 0.47 0.47 0.68 0.4 130 130 15 5.1 1.22 0.47 0.47 0.75 0.5 144 274 20 4.9 1.18 0.47 0.47 0.70 0.4 135 409 25 6.6 1.58 0.47 0.47 1.11 0.7 213 623 30 7.3 1.75 0.47 0.47 1.28 0.8 245 868 35 8.4 2.02 0.47 0.47 1.54 1.0 296 1164 40 9.0 2.16 0.47 0.47 1.69 1.1 324 1488 45 12.3 2.95 0.47 0.47 2.48 1.6 476 1964 50 17.6 4.22 0.47 0.47 3.75 2.4 720 2684 55 16.1 3.86 0.47 0.47 3.39 2.2 651 3335 60 4.2 1.01 0.47 0.47 0.53 0.3 103 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 '0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 0.00 0.84 0.00 0.00 0.0 0 3438 0 0.0 1 0.00 0:84 0.00 0.00 0.0 0 3438 Page 1 YO 1 �Dj C'\ M ! Y' �Lr \� 2 �'r � 4 r Paul Goble Subject: PCN TBA Special Plan Check Gellar Stables Lot 5, Tract 21176, Ave .11 and Madison Single Family Lot 2 acres —' C -ski %**-- Due Date: Friday, December 22, 2006, c� Status: Waiting on someone else., N•-- Percent Complete: 0% Total Work: 0 hours Actual Work: 0 hours j Owner: Paul Goble Requested By: Tony Colaross 12/18/06 - Tony started a plan review of the hydrology for this plan and got the following:. 1. Hydrology information found the following: a. Actual retention volume from elev.96 to elev 98 is about 10,800 cuft. b. City accepted syn shortcut method found the required retention volume is 9,700 cuft — C. A non city accepted method based on NOAA data and Rational Method is 12,000 cuft. Note this methods C value is not as established as the synthetic shortcut method. The method could have provided lower volumes but a C value for a 2 acre single family lot was not provided. All in all, the project obtains enough retention capacity for the proposed 100 year storm. 12/18/06 - Tony finished and gave to Paul. 12/22/2006 - Paul reviewed and approved hydrology and retention area. Parcel merger is acceptable with adjacent lot relative to retention capacity,concern - hydrology has been addressed. Redlines to Jesse /Ed for forward to EOR. Jesse to cc Brian this plan check log for information. Paul will retain a plan copy in his office for reference only until merger is complete and precise grading is approved by Building. RC FD_SYN_Shori,;ut.XLS Riverside County Hydrology Maitual Calculation of SYNTHETIC UNIT HYDROGRAPH METHOD I 11-ag (hr) _ 1 0.0 SHORTCUT METHOD Less than 100 -200 acres & Lag Time < 7 -8 min ) Data Input boxed is calced) Concentration Point 1 Soil Group (Sheet 11/ pp 78) C Area Designation NA Precipitation Rate PI E5.1 -5.6 2.2 Area acres 2 0.00 sqmi Area Precip Corr E5.8 % 100.00 L (miles) 0.00947 1 T Total Adjusted Storm = 2.20 Lca miles 0.0047351 Runoff Index PI E -6.1 69 Elev @ Headwater 1 99 AMC Condition I, II, or III (Sheet E -8)) 2 Elev @ Concentration Point 98 linfiltr Rate for Pery Areas (PI E -6.2) 0.37 _ H =1 1 Devel Area Cover (PI 6.3) 1 25% S ft/mile)-1 105.6 Const Loss Rate 3 -6 hr storm) 1 0.29 n Ave Mann, Plate E.3 0.015 Low Loss Rate Sheet E -9 0.15 Lag (min) I 1 1 2.916667 Storm Frequency 10, 25, 100 100 esults Duration 3, 6, 24 3 9707 aAcrt 0.22 Unit Time Pattern Storm Loss Rates Effective Flood Period Percent Rain Max Used Rate Rain Hydrograph Volume Sum Vol Basin Infil min % in /hr in /hr ) (cfs) (cult cuff cult 5 1.3 0.34 0.29 0.29 0.06 0.1 33 33 10 1.3 0.34 0.29 0.29 0.06 0.1 33 67 15 1.1 0.29 0.29 0.29 0.00 0.0 2 69 20 1.5 0.40 0.29 0.29 0.11 0.2 65 134 25 1.5 0.40 0.29 0.29 0.11 0.2 65 199 •+ 30 1.8 0.48 0.29 .0.29 0.19 0.4 113 311 35 1.5 0.40 0.29 0.29 0.11 0.2 65 376 40 1.8 0.48 0.29 0.29 0.19 0.4 113 489 45 1.8 0.48 0.29 0.29 0.19 0.4 113 602 50 1.5 0.40 0.29 0.29 0.11 0.2 65 667 55 1.6 0.42 0.29 1 0.29 0.13 0.3 81 748 • 60 1.8 0.48 0.29 0.29 0.19 0.4 113 860 65 2.2 0.58 0.29 0.29 0.29 0.6 176 1036 70 2.2 0.58 0.29 0.29 0.29 0.6 176 1212 75 2.2 0.58 0.29 0.29 0.29 0.6 176 1388 80 2.0 0.53 0.29 0.29 0.24 0.5 144 1532 85 2.6 0.69 0.29 0.29 0.40 0.8 239 1772 90 2.7 0.71 0.29 0.29 0.43 0.9 255 2027 95 2.4 0.63 0.29 0.29 0.35 0.7 208 2235 100 2.7 0.71 0.29 0.29 0.43 0.9 255 2490 105 3.3 0.87 0.29 0.29 0.58 1.2 350 2840 110 3.1 0.82 0.29 0.29 0.53 1.1 319 3158 115 2.9 0.77 0.29 0.29 0.48 1.0 287 3445 120 3.0 0.79 0.29 0.29 0.50 1.0 303 3748 125 3.1 0.82 0.29 0.29 0.53 1.1 319 4066 130 4.2 1.11 0.29 0.29 0.82 1.6 493 4559 135 5.0 1.32 0.29 0.29 1.03 2.1 619 5179 140 3.5 0.92 0.29 0.29 0.64 1.3 382 5561 145 6.8 1.80 0.29 0.29 1.51 3.0 905 6465 150 7.3 1.93 0.29 0.29 1.64 3.3 984 7449 155 8.2 2.16 0.29 0.29 1.88 3.8 1126 8575 160 5.9 1.56 0.29 0.29 1.27 2.5 762 9337 165 2.0 0.53 0.29 0.29 0.24 0.5 144 9482 170 1.8 0.48 0.29 0.29 0.19 0.4 113 9594 175 1.8 0.48 0.29 0.29 0.19 0.4 113 9707 180 0.6 0.16 1 0.29 0.29 0.00 0.0 0 1 9707 Page 1 0000 .CJ ,Q0 N. . T. S. C R A I D-"-- - L Nt (Srx NOTE" l ° AL f GTADING, TO hlr DO W7 IN A10 ORDANCE VIII Td M Cl r.,/ OF LA QUINTA GRADllIG 01MI ANCE 2 MIS MAN IS MY 6IMOMM PUXPO�T-rj OWL 1S'SUAN 16- Ole A rapiA -Plf G MMIT BASER-) ON THIS PLAN'' TOES NOT CONS TIME A PP VAL Or D.RIVEIMAY LOCATIONS AND SM S'', PAR IM0 LAYOUT MAl, ING L OVA lIION, WILL HEMIT-15 AND LOXA- 770AIS OFD-2 DRAINACE F:,-ICII,ITIES, OR OTNER I w Affif AMLA Iy TO ;fir GA,19C GRAIM) XG MEN IM J A LETTER O CER17MAT0W FROull TIT ��'��'11?I���I�Iy� A MURK Sri TING PhAI ME (GRADING HAS REM CT MPLEMD KR W APPROWD PLAID AM A Cud" TI N WORT FROM A SOKS A-9V61 ER III ALL FILL ArN AS ASE REOUIR 01? PRIOR TO <I° ALL WALLS MOWN Ill ME SE ICI AN 9a lAL L � APPR WED � ENE IIEPARTIIKEI'I T �F COIIIMUNITY ;OE- W 0,04140,11, I5 'QED A 267M RA Ir F& WI T AM BE INSPI ME-D BY M7 XPA RMWENT OF OWMAIG AN j"AFET1 WO —S� YX'ALts 57I0MOV AS RETIM1111INC WALL' MALL BE CON 1 UCT66- TO THE CI P" OF I A 1 -WhI TA RETAINING WALL STANDARDS 5 ME 0I0WER -OF- E0010 5WALL RE IIOTI WHEN CONS UCTION IIAS CO"MMdr�1OL1. ;ro III TIME E VENT 6' 01SCREPAI�II�IES AND, OR � �IA�I -NS A I�d�M, OUR, G MIlg - OF YiOrl ?K 541MI 1 BE MRSPOI-Yo FOB OE -M- �AIMIING AN A05PIASIUY SO I3TT N As,lll I I I`1 W IKAA F W APPROVIAL OY T D ART ° - ki,l- !`l OF PUBLIC CORK ME CONTRACTOR -SHALL RE RESPONSIBLE FOP ALL DAMAM-S M OJ SM ' OF A D7 ADJACLINT UTI M a FACKIA-PS AND PAMPER MS 8. ME 0011 TPACTOI MALL TAIL AL NM ES RY AND MOPER PRECAUTIONS TO PRO- TACT ADJACENT PROPEPff OWNERS ROMY1 ANY AND ALL DAMAGE THAT ,'SAY OC9�� A ALL ' �' �� II1 II � TlO�l Ilr II T �� TI II T ksf G A IN �I ASV$ 9, PHE CONTRACTOR SHALL NOMF MIZE DESPA TMENT OF 1°'MIC WORK (7600) 777s 7000 A T LEA, T 24 HOOTS f l?V'ja TO C0,11MU OYCING All Y KW 10, )T/E C T, MACTOR SHALL BE RESP'ON I &E FOR MIE LOCA, TION AND PROZE `1101', OF ALL U77LITIES FOR TAE I. C'A ON OF UNDERGROUND U IMES, OR FOR Ellb` -.� � E CY ASSIS MA CARL: SOUrNERN CALIFORaVIA EDISON WAYPANY Y-800-227-2-60110 SOU, MERN CALIFORNIA GAS 00,11PANY 1- 800 -2,-7 2600 GNX -F AL 'I -PHO LE COMPANY 1-800-227-2-600 COA:MIELLA VALLEY IIA M-W DISTRICT 398-295,51 k1i'01 A ONE (C'ArWE T gig) 3,10-02 XT 251 ll° ALL PROMERT'Y CORNER M62PgUI OWS SHALL NOT BE MSM80 DIY ME 61RA ING OPMATMON AA10 REWE0 MW ANY MONUMENT W" M WVM4CTOR AN ICIPA -. U DISTUPPAN ' S ALL BE L9, 0 T AND PXTERE CLED BY A tIC"EMS'E: LANG t -f'f ?V E OR A am 66'W112ER AWHOPMED TO PRA00c I4IAI0 S617701 WO ALL J4 AIU,vfEAIT5 DISPJR80 A) REA100 N IIAIt BE ffVT BY A II��a SED IAA1 SUR WYOR, OR A C'IWl, bNGINEEN AUr,40M Z W T C JaCE LAiw) SURw`��Iala Y2. TII K AP M5 ILIA Y R E SUM T TO P, WEPlbl' AW.OR 3WI�VMS/ 0i l 8Y rrl- 07 L A QUINTA De�E�� '�'AgIy��Ig9����.II'�r,��'-,� PUMUC ?✓�y��'���r�'�� ��/F ��'��'��ISTRU��'.TY011i HAS �.�`��,yy��gT C,� ��I.IEI'�C- Ct�Ii.'�dI lK �E`849�t PI S-fio�4sY THE DAF O c-3MPOV"AL 7-_��` A INE VZ �r2�,�ZSd`3 OF PUBbI PYWKSIZ /VA U T h, 70 BUZ CHIMES c- S;W f Ex. dL OK �o It 20, qDa OR AINA- - r o l -A - -_' �. TV TOP OF CURD rl [TOW-MME Ml T P 0 WA L L FS FINISH SI� � ACID FG f- livIshl tGROU D 68 MADE BaAK FF G FIN45'I=i 0-00f? H IR ° HIGH POINT TS TOP OF Sl OFE- v ICI TJpV, CP4=,1 }EC END OF 011rRMWE Si8. BUIlgyDIl °l SEMAWYK LINE TG TVT' OF MA T TOP OF RIOP G 1R U Z ° PUBLi ' UTlI1 TT EA -5-64 E T FOR, OR LMOLE FOR, UNAUTHORIZED CWANGES TO 1I USE57 OF M ,E PLAhs ALL aMN?;.1ES M THE RAM3 MUST IN MIX,- AND MUST T bF APPRO D BY H PIIEPA ER OF `MESSE P.L A-'A; 53< �0= 7`0 (CON I RACT��AP, CplUT`UCIMW CWTI'ACR -M? A6,' THAT IN A00 II ANNE W TT, � � I'T Y ACOM -PAW C�I��r1�TPUCTMIN y __ IIRA0II��� �����T -Xl (%I ��r' ��I�IMACT�Y� �1��� � .I�`�5Ila� � T A��7�I1� ���� AI�I� I��I���I T�T��I��19�a1�I�ITY FOW D`3 fi Y' a �� �. .;; �� r-1 3, "'� `A.° .;r-' aa, �, ._ �,. "-,— - '°W y- a' -' .,fa F' -, � °,, av PERSONS - -. 'm sa c���I�I�I�� I�II� III lra� c u� � o�I TI I II II Iy ICI � � 9 sI1 11� I - TOLL �`j � � e AND g� _ , - -., �u MIS •fir , ,r': ._ r - �i a, a a. �r° -_ _ s ���. 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