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HomeMy WebLinkAbout04120001-2.7Q N 0 N I L0 0 0 N 0 c 0 -o a 0 n -0 0 �C N N 0 C 3 m � 0 0 N n cp � 0) 7D CLN I � ND CNC r � / CD � o CD � U 0 _0 0 N V X / Ln U 0 C- 0 � N � 0 Ln 0 - w z z Q Q _D a� Li W _ ) N N � a _D CD E / u m Z V w o Q w (-n / o 0 cn a. -n / j R = 230.00 TC 888.81 L = 199.32 L CH = 193,14' CH BRG = S 65'21'57" W ACES TC 888 33 �EX-I POWER MARKETING I— �� / ENCHM RK TC 887.86 EX) � N TC 889.27 __ / \ N 55'42'03" W 71,50' \ ROLL CURB TO REMAIN 99TH ST EET V .... _.. J DETENTION h N 89' 8 _ _ /N.P. 884,58 _ 14,86 R _ i Oe( YR. ELEV. = 887,97 15 U. _71) E. SS ESMT #4 NSTP NO 2002 -24114 PROPOSED STANLEY STEEMER "HOLE -Y MOLEY" DON'T �® DIG BLIND 1 - 800- 382-5544 CALL TOLL FREE I�I I! 5.1' RIP-RAP DITCH _N 90'0 00 249.24 I UNDEVELOPED I I i I I I I I I I I I I I ALT &WITZIG ENGINEERING IFNORTHVF 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION O INTEGRAL WALK & CURB © EXTRUDED CURB © CONCRETE WALK O CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) W 7'x7' TRANSFORMER PAD OF 4" PAINTED BLUE PAVEMENT STRIPE P .: A �.. N 4" PAINTED BLUE PAVEMENT STRIPE Vi 4' PAINTED WHITE PAVEMENT STRIPE O PRECAST CONCRETE WHEEL STOP O DISABLED RAMP (MULTIPLE) O P TYP. EXPANSION JOINT AT BUILDING ON CONTROL JOINT OP EXPANSION JOINT © STOP SIGN RO REGULAR DUTY ASPHALT PAVEMENT O5 6" CONCRETE PAD OT TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) OU RETAINING WALL WITH HANDRAIL (SEE ARCHITECTURAL PLANS) OV 24" WHITE PAINTED STOP BAR OW CURB END TAPER OX N-a DISABLED PAVEMENT SYMBOL "r SIGN / CURB TRANSITION 40 NUMBER OF PARKING SPACES PROPOSED CONCRETE PROPOSED HEAVY DUTY ASPHALT PAVEMENT `o 0 Q D TYP. C M o O z E D C B A 4p J NP, I Uto UJ � K O O FW— V) o P 71'p 0 0 0 0 W .� co 0 uI 0 N 0 -gyp .w (3) L0 N w CL `tj vi O C c(0 N 0 -,t -0c04 pr�x R J Z 2 � 0 � - °I TYP, W a W a Ld P X 0 o0 C� W D 12' 1fi:5' 0) 0) J F TYP: w F- a M LL Ld U af I U) 12 H R°o o No Q s mQ PROPOSEIJ BUILDING S.F. M2 TYP z LL p . SHEET N0. 15,000 O N OM J F.F.E. 890,8 M OIN ro D. 3 R H.' N TYP R D T � TYP dr N P A O OR ` • �. TYP. td ° Q E � `S 18' 2 ' 18' 5' I r O rnj 4 1 O o ui LL < • U Lo } 18' 24, 14.7' S 0 8 O Un DRIVE -1N r� N DRIVE 1N .: p. O �W,. �` m N I D ti 4 FUTURE EXPANSION O O V. Lo N 150 15' REAR ARD I L 10' BU• ER YARD " to RIP-RAP DITCH _N 90'0 00 249.24 I UNDEVELOPED I I i I I I I I I I I I I I ALT &WITZIG ENGINEERING IFNORTHVF 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION O INTEGRAL WALK & CURB © EXTRUDED CURB © CONCRETE WALK OD CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) 0 7'x7' TRANSFORMER PAD OF 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. © 4" PAINTED BLUE PAVEMENT STRIPE OH 4' PAINTED WHITE PAVEMENT STRIPE O PRECAST CONCRETE WHEEL STOP O DISABLED RAMP (MULTIPLE) O LANDSCAPED AND /OR SEEDED AREA OM EXPANSION JOINT AT BUILDING ON CONTROL JOINT OP EXPANSION JOINT © STOP SIGN RO REGULAR DUTY ASPHALT PAVEMENT O5 6" CONCRETE PAD OT TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) OU RETAINING WALL WITH HANDRAIL (SEE ARCHITECTURAL PLANS) OV 24" WHITE PAINTED STOP BAR OW CURB END TAPER OX DISABLED PARKING SIGN DISABLED PAVEMENT SYMBOL "r SIGN / CURB TRANSITION 40 NUMBER OF PARKING SPACES PROPOSED CONCRETE PROPOSED HEAVY DUTY ASPHALT PAVEMENT PARKING DATA STANDARD PARKING SPACES 73 DISABLED PARKING SPACES 3 TOTAL PARKING SPACES 76 SITE DATA ACREAGE 1.768 ac. BUILDING S.F. 15,000 S.F. BUILDING LOT COVERAGE 19.5% ZONING 1 -1 NOTES: 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB, -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING, 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE, 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS, IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7, ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM, WWI Mai o *%% �f' O W Of Q W a W � `o 0 Q D O z Lo O O Z r7 � O Uto UJ � O FW— V) o cr a_ 0 0 0 0 W .� o v o CL 00 L C) U7 C 0 N 0 -gyp .w (3) L0 N w CL `tj vi O C c(0 N 0 -,t -0c04 pr�x L Z oc W a W a Ld z w z Q C� W F_ o L z '� IlL Z� 0) 0) J W O w F- a W LL Ld U af U) W J mQ M2 LL SHEET N0. C200 1